ZA23-0042
PUBLIC HEARING NOTICE
ZA23-0042
Zoning Change and Site Plan for Floor & Décor, for property described as Tract 1B02,
John A Freeman Survey Abstract No. 529, City of Southlake, Tarrant County, Texas and
located at 2185 E. Southlake Blvd., Southlake, Texas. Current Zoning: “B-1” Business
Service Park District. Requested Zoning: “S-P-1” Detailed Site Plan District. SPIN
Neighborhood #8.
• Current Zoning: “B-1” Business Service Park District
• Requested Zoning: “S-P-1” with “B-1” Business Service Park and “C-3” General
Commercial District uses.
• The purpose of this request is to consider a Site Plan approval and Zoning Change
for a roughly 7.8 acre lot of land from “B-1” Business Service Park district to “S-P-1”
Detailed Site Plan District zoning with “B-1” and “C-3” uses, and a single occupancy
retail tenant that is greater than 60,000 square feet, for Floor & Décor.
Dear Property Owner,
Your property has been identified as being within 300 feet of the above referenced 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), email a copy to the project case planner (e-mail listed at the
bottom of the notice) or fax a copy to the department (fax number listed at the top 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 Department at (817)748-8621 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, September 07, 2023
6:30 PM
Town Hall Council Chambers
1400 Main Street
Southlake, Texas
Notification Response Form
ZA23-0042:
Zoning Change and Site Plan for
Floor and Decor
Meeting Date: September 7, 2023 at 6:30 PM
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 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
SOUTHLAKE BLVD KIMBALL AVEKIMBALL AVEKIMBALL AVEVILLAGE CENTER DRVILLAGE CENTER DR
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Vicinity Map ZA23-0042
®
0 320 640160 Feet
2185 E Southlake Blvd
Legend
City Parcels
Right Of Way
City Limit
Case Parcel(s)
200 Foot Buffer
300 Foot Buffer
Parcels Within Buffer
36625491v.4
S-P-1 (Detailed) Site Plan District Land Use Regulations
2185 East Southlake Blvd
This site shall comply with all conditions of the City of Southlake Comprehensive Zoning
Ordinance No. 480, as amended, as it pertains to the “B-1 Business Service District” regulations,
with the following exceptions:
Permitted Uses:
The following uses shall be permitted in addition to what is permitted in the base B-1 Business
Service District:
All “C-3 General Commercial District” uses
Single tenant, owner or business occupancy exceeding sixty thousand (60,000) square feet
Warehouse
Outside Storage:
The outdoor storage of propane gas for sale or rent shall be allowed as conceptualized on the Site
Plan, and shall be screened using Masonry Screening Walls as and roughly where indicated on the
Site Plan.
Building Color Standards (Variance):
The use of Regal Red (RAL 3020) on a non-residential building is permitted, provided that the use
of such color is limited to metal coping, canopies, and signage on the building. No more than five
percent (5%) of Regal Red (RAL 3020) will be used per façade.
Parking (Alternative Standard per Parking Study):
In accordance with the Parking Study, maximum parking observed for the proposed use (based on
peak use) is 0.91 parking spaces per 1,000 BSF (1 space per 1,098 BSF). This peak need per the
parking study is the basis for the Minimum Required Parking for the property: 70 parking spaces.
Additional parking spaces may be provided but are not required.
Driveways (Variance):
Under the current City of Southlake Driveway Ordinance (Ordinance 634, Section 5, Table 1)
drive accesses should be separated from “intersecting” public ROW by a minimum of 100 feet.
The proposed Site Plan proposes 2 drives accessing a shared private mutual access easement/drive
which aligns north-south connecting on the north to FM 1709/Southlake Boulevard and on the
south to Village Center Drive. The southernmost proposed drive is directly aligned with the
existing drive immediately opposite, servicing the Marshall’s/PGA (Kimball Oaks) site – and is
approximately 41.5 feet from the Village Center ROW. In the case of the proposed development,
36625491v.4
which is an “in-fill” development surrounded on all 4 sides by existing fully constructed
sites/improvements, and where the site access and operation are expected to follow certain
functional realities, the following considerations (more specifically discussed with the TIA
supporting the subject property development) justify the southerly drive location as shown on the
Site Plan:
The proposed south driveway aligns with the existing driveway on the east side of the
north-south drive aisle. Shifting the south driveway to the north to meet the City’s spacing
standard would result in the driveway being offset from the Marshalls / PGA Superstore
driveway.
The proposed south driveway is expected to be a low volume driveway, as it runs along
the back (south) side of the Floor & Decor building. Customer activity will be focused at
the north driveway, which provides direct access to the primary parking lot and the store
entrance, both located on the north side of the building.
Trucks serving the Floor & Decor store will primarily use FM 1709, turn into the north
Floor & Decor site driveway, circulate counterclockwise around the building to access the
loading dock on the south side of the building, and exit the south driveway back towards
FM 1709. Internally, this operation plan eliminated conflict between the passenger vehicle
parking maneuver and truck delivery or maintenance routes, and eliminates truck stacking
from the “separation” provision.
During typical weekday peak hours, trips accessing the Floor & Decor store from Village
Center Drive are expected to be minimal. Halff estimates five percent (5%) of the Floor &
Decor trips will use Village Center Drive to access the site, with the remaining 95% of the
trips utilizing access connections to FM 1709 and Kimball Avenue. With this expected
distribution, the number of trips using the south driveway connection to the north-south
drive aisle are expected to be very low, which should have minimal impacts to traffic flow
along Village Center Drive.
Building Height:
The underlying B-1 Business Service District allows for a maximum building height of 35 feet,
and within 100 feet of the nearest residential property, a maximum of 20 feet. The 20 feet height
limitation within residential proximity will remain, and maximum building height elsewhere shall
be 40 feet, which includes any architectural features.
Tree Removal Mitigation:
The current tree protection ordinance allows for payment in lieu of protection where protected
trees cannot be maintained due to site and development realities, as a mitigation feature. The site
will follow the ordinance allowed approach of payment into the City’s Forestry Fund for an
equivalent number of caliper inches of protected trees which are anticipated to be removed from
the site due to development.
36625491v.4
Tree Canopy Protection Deviation – Mitigation Proposed:
Per Ordinance, based on the existing cover for the undeveloped site, 60% of the existing tree cover
is the target for the site. Due to the location of trees on the site being within the necessary
development area, the target 60% existing canopy coverage cannot be met.
In order to mitigate for the existing tree canopy removal as outlined on the Tree Conservation Plan
and Landscape Plan, new canopy tree species will be planted that, at maturity, will provide
approximately 22% greater canopy coverage than the minimum required existing canopy coverage
per City Ordinance. Additionally, at time of new tree plantings, all bufferyard canopy trees are
proposed to be increased to 6” caliper to provide for a larger initial canopy coverage and visual
impact.
Landscape Plan Variance – Mitigation Proposed:
The required landscaping for this development will be provided in accordance with the Landscape
Plan. Due to site spatial constraints and conflicts with existing utilities and drainage structures, the
full number of tree plantings could not be provided in the north and west bufferyards. In order to
mitigate for this, all bufferyard canopy trees have been upsized from 4” caliper to 6” caliper, and
an additional tree has been added in the east bufferyard. The net result of this upsizing of the
bufferyard canopy trees at initial planting is that the same caliper inches of trees have been
provided as are required per the base ordinance requirements.
Traffic On-Site Circulation:
The traffic and truck circulation on-site has been depicted on the Pedestrian and Site Circulation
Plan.
Primary customer, delivery, and site maintenance (trash pickup, etc.) traffic will be directed to the
northernmost driveway (regardless of Public ROW origin of traffic). Delivery and maintenance
traffic will proceed around the building in a counter-clockwise fashion and will exit the southerly
drive, with the expectation of re-entering Public ROW at FM 1709 (Southlake Blvd.).
Traffic Signage:
Additional traffic signage will be placed on the property:
Inside the “Customer Pick Up” area, there will be signage noting the school drop off and
pick up hours and encourage avoiding Village Center Drive during the hours of 7:30 AM
– 8:30 AM and 3:00 PM – 4:30 PM. The sign will note school hours 45 minutes before
school opens and 30 minutes after school closes.
School Zone signage will be placed on the private drive in accordance with TMUTCD
standards.
36625491v.4
Conformance with the Pathways Master Plan:
As the trail location (vertically and horizontally) must integrate with the design for Village Center
Drive (which will not be constructed with the proposed development), the proposed development
does not expect to construct the full trail continuation at this time. The applicant/developer expects
to participate in the construction cost of the trail coincident with the development frontage of
Village Center Drive, minus the construction value of the trail portion being constructed to connect
the proposed development with pedestrian path within Public ROW. The appropriate remaining
trail value (coincident with the property) can be escrowed for use by the City or other similar
vehicle can be established as provided by the City.
TTT TT TT
T
T
TEX. 8" WATER LINE
EX. 8" WATER LINEEX. 8" WATER LINEEX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINEEX. 8" WATER LINEEX. 8" WATER LINEEX. 8" WATER LINEEX. 8" SANITARY SEWER EX. 8" SANITARY SEWER EX. 8" SANITARY SEWER EX. 8" SANITARY SEWER EX. 8" SANITARY SEWER EX. 8" SANITARY SEWER EX. 8" SANITARY SEWER EX. 8'X4' BOX CULVERT EX. 8'X4' BOX CULVERT EX. 8'X4' BOX CULVERT EX. 8'X4' BOX CULVERT EX. 36" RCP
EX. 48" RCP
EX. 8'x4' RCBCEX. 8'x4' RCBCEX. 18" HDPEEX. 8'X4' BOX CULVERT EX. 18" RCPEX. 36" RCPEX. 36" RCPEX. 24" RCPEX. 1
8" RCPEX. 42" RCPEX. 48" RCPEX. 24" HDPEEX. 36" RCP EX. 48" RCP
EX. 24" HDPE
EX. 24" RCP
EX. 24" HDPEEX. 7'x5' RCBC
EX. 30" RCP
EX. 18" RCPEX. 8'x4' RCBCEX. 24" RCPEX. 48" RCP
EX. 48" RCP
EX. 48" RCP
EX. 36" RCPEX. 18" RCPEX. 36" RCP
EX. 42" RCPEX. 24" RCPEX. 7'x5' RCBCEX. 30" RCPEX. 24" RCP
EX. 54" RCPEX. 30" RCPEX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBCEX. 18" RCPEX. 18" RCP
EX. 27" RCP
EX. 7'x5' RCBCEX. 30" RCPEX. 21" RCP
EX. 54" RCPEX. 21" RCPEX. 36" RCPEX. 30" RCPEX. 18" RCPEX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 36" RCPEX. 48" RCPEX. 8" WATER LINEWV WV
STMH
SSMH
WV
WV
WV
WV
WV
WV
WM
LPLP
LP
STMH
LP
SSMH
SSMH SSMH
ICVLP
LP
ICV
SSMH
SSMH
SSMH
STMH
STMH
6' Chain link Fence
barricade
Traffic
10' Curb Inlet
10' Curb Inlet
spillway
Concrete
6' Curb Inlet
10' Curb Inlet
"Y" Inlet
10' Curb Inlet
"Y" Inlet
3-ICV's
2-ICV's
Landscape edgeing
5' Chain link Fence
wire meshing
6' Chain link Fence
7' Chain link Fence
Concrete pavement
Concrete pavement
Concrete pavementpavementConcretepavementConcrete
Grass Area
Grass & Trees
Grass & Trees
Grass & Trees
LP
WV
WV
WV
WV
STMH
WV
STMH
FOS
FH
ICV
SSMH
TMH
TPED
10' Curb Inlet
Vaults
3-COMM.
conc. edge
Concrete sidewalk
N
1007550250
SCALE: 1"=50'
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:No.DateDescriptionRevisionScale:MARTINEZ-2602RCH...\HALFF_MON_PENTABLE.TBLPDF_2D_MON_MW_CR_600.pltSheetA:\54000s\54063\001\SURV\CADD\Sheets\V301-IS-54063.DGNHALFFah4351:50:30 PM6/5/2023JLM
AJS
1 of 1OFSITUATED IN THE FOR54063.001
06 / 05 / 2023
1"=50' CITY OF SOUTHLAKE, TARRANT COUNTY, TEXASJOHN A. FREEMAN SURVEY, ABSTRACT NO. 529FLOOR & DECORALTA/NSPS LAND TITLE SURVEYSURVEY
ALTA/NSPS LAND TITLE
237.38'
N 89°34'50" E 50.00'
S 00°14'24" E
N 00°10'55" W592.90'LEGEND
ABSTRACT NO. 529JOHN A. FREEMAN SURVEY,
INST. NO. D214263624
KIMBALL OAKS ADDITION
LOT 2, BLOCK 1
CABINET A, SLIDE 7866
GATEWAY CHURCH ADDITION
LOT 1R, BLOCK 1
INST. NO. D206300575
ETHAN ALLEN 1709 ADDITION
LOT 1, BLOCK 1 INST. NO. D218233726
KIMBALL CROSSING ADDITION
LOT 1R, BLOCK 1
INST. NO. D214263624
KIMBALL OAKS ADDITION
LOT 1, BLOCK 1
INSTR. NO. D214263624
(60' R.OW.)
S. VILLAGE CENTER DRIVE
S 89°48'13" W 589.98'SOUTH KIMBALL AVENUE(Variable Width R.OW.)(Variable Width R.OW.)
(F.M. 1709)
E. SOUTHLAKE BOULEVARD POINT OF BEGINNING
W/CAP
1/2" SIR
7.802 ACRES)
OR
(339,859 SQ. FT.
INST. NO D197109628
GREENWAY-1709/ELEVEN PARTNERS, L.P.
CALLED 11.208 ACRE TRACT)
(REMAINDER OF A
INSTR. NO. D214218746
15' WIDE FL. A. & U. ESMT.
INSTR. NO. D214218746
15' WIDE FL. A. & U. ESMT.VOL. 12585, PG. 213015' WIDE SANITARY SEWER ESMT.VOL. 12585, PG. 2118
175' WIDE DRAINAGE & UTILITY ESMT.VOL. 14420, PG. 53115' WIDE UTILITY ESMT.ajshafer@halff.comTBPLS FIRM NO. 10029600(214) 346-6200RICHARDSON, TX 75081-22751201 NORTH BOWSER ROADproperty Line
1.0' Fence outside
property Line
15.4' B. C. inside
property Line
15.6' B. C. inside
property Line
3.4' Fence inside 339,793 SQ. FT. OR 7.801 ACRE TRACT(INST. NO. D197109628, D.R.T.C.T.)PART OF A 11.208 ACRE TRACTCONC.
SET "X"
W/CAP
1/2" SIR
property Line1.9' Fence outsideproperty Line1.9' Fence outside(C.M.)
"GSES INC. RPLS 4804)
W/CAP
5/8" FIR
(C.M.)
"GSES INC. RPLS 4804)
W/CAP
5/8" FIR
(C.M.)
3/8" FIR
CABINET A, SLIDE 13019
CARROLL ISD NO. 4 ADDITION
LOT 1R, BLOCK 1
RPLS No. 5017
Andrew J. Shafer
Release date: 06/05/2023
as a final survey document.
used or viewed or relied upon
purpose and shall not be
be recorded for any
This document shall not
PRELIMINARY YRA
NIMILERP
TNEMMOC & WEIVER ROF0.64'
Bears=N03°32'20"W,
FND."X"
0.42'
Bears=S35°07'47"E,
1/2" FIR
N 00°10'55" W 372.23'S 89°47'43" E 621.78'
S 89°47'43" E 663.92'60.00'Conc. sidewalk
372.29'
N 00°02'16" W
30.00'
S 89°34'26" W
50.00'
N 00°02'16" W
42.00'
N 89°34'26" E
S 00°02'16" E967.50'545.21'FL. A. & U.
O.P.R.T.C.T.
D.R.T.C.T.
P.R.T.C.T.
INST. NO.
VOL. PG.
W/CAP
FIR
C.M.
SSMH
RCP
LP
FH
STMH
WM
WV
BC
TMH
FOS
TPED
COMM.
7.801 Acres
OR
339,793 SQ. FT.
CONC.
SET "X"
1/2" FIR
0.24'
Bears=N42°05'39"W,
FND."X"
(No Buildings observed)
(VACANT)(Sched. B, item 10f)(Sched. B, item ___)
DESCRIPTIONLEGAL
follows: as bounds and metes by described particularlymore
being and (D.R.T.C.T.),Texas County,Tarrant Records,Deed D197109628,
No. Instrument in recorded L.P.Partners, Greenway-1709/Eleven
to Deed Warranty in described as land of tractacre 11.208
called a of portion a being and Texas, County, Tarrant Southlake, ofCity 529,
Abstract Survey, FreemanJohn the in situated landof tract acre7.801 aBeing
right-of-way); width variable(a
Boulevard Southlake as of known also 1709, No. Road Market to Farm ofline
of-wayright- south the on being point said (P.R.T.C.T.),Texas County, Tarrant
Records, Plat D214263624, No. Instrument in recorded as Southlake, ofCity
the to addition an Oaks, Kimball of Revision Plat the of corner northwestcalled
the being same tract, acre 11.208 said of corner northeast the atBEGININNG
000
P.R.T.C.T.;D20841721,
No. Instrument in recorded as Southlake, ofCity the to addition an Addition,4
No. ISD Carroll 1, Block 1R, Lot of line north the in point angle an at beingand
Addition, Oaks Kimball said of corner southwest and tract acre 11.208 saidof
corner southeast the for set "Halff" stamped cap plastic yellow a with rodiron
1/2-inch ato feet 967.50of distance a Addition, Oaks Kimball said of linewest
and tract 11.208-acre said of line eastcommon the with and lineright-of-way
south said departingEast, seconds 16minutes 2 degrees SouthTHENCE
P.R.T.C.T.;7866,
Page A, Cabinet in recorded as Southlake, of City the to addition anAddition,
Church Gateway 1, Block 1R, Lot of line east the on being andAddition,
4 No. ISD Carroll said of corner northwest the tract, acre 11.208 said ofcorner
southwest the for found rod iron 3/8-inch to feet 589.98 of distance aAddition,
4 No. ISD Carroll said of line north and tractacre 11.208 said of line south
commonthe with West, seconds 13 minutes 48 degrees 89 SouthTHENCE
0
00
P.R.T.C.T.; 11456, Page A, Cabinet in recorded
as Southlake,of City the to addition an Addition, 1709 Allenhan Et 1,Block
1, Lot of corner southwest thefor found4804" RPLS INC "GSESstamped
cap plastic yellow with rod iron5/8-inch a to feet 592.9 of distance a Addition,
ChurchGateway said of line eastand tract acre 11.208 said ofline west
common the with West, seconds 55 minutes 10 degrees NorthTHENCE
P.R.T.C.T.; D218233726, No.Instrument
in recorded as Southlake,of City theto addition an Crossing, Kimball 1,Block
1R, Lot of Revision Plat a of line west the on being same Addition, 1709Allen
Ethan said of 1 Lot of corner southeast the for found4804" RPLS INC "GSES
stamped cap plastic yellow with rod iron 5/8-inch a feet 237.38 ofdistance
a Addition, 1709Allen Ethan said of line south the with and linecommon
said departingEast, seconds 50 minutes 34 degrees 89 North THENCE
00
Addition;Crossing
Kimball said of corner southwest the for set "Halff" stamped cap plasticyellow
a with rod iron1/2-inch a to feet 50.00 of distance a Addition,Crossing Kimball
said of line west withEast, seconds 24 minutes 14 degrees South THENCE
Addition; Crossing Kimball said of corner southeast the for setconcrete
in "X" an to feet 341.93 of distance a Addition,Crossing Kimball saidof
line south the alongEast, seconds 50 minutes 34 degrees 89 North THENCE
calls:following
the Addition Crossing Kimball said of line east the along northerlyTHENCE
,000
corner; for set concrete in "X" anto
feet 372.29of distance aWest seconds 16minutes 2 degrees North
,
corner; for found rod iron 1/2-inch ato
feet 30.00of distance a Westseconds 26minutes 34degrees 89South
,
,000
feet; 0.24 of distance a Westseconds 39minutes 05degrees
42 North bears concrete in found "X" an point said which fromand
Boulevard, Southlake of line right-of-way south and tract L.P.Partners,
Greenway-1709/Eleven said of line north common the on lying pointsaid
addition, Crossing Kimball said of corner northeast northerly mostthe
to feet 50.00of distance a Westseconds 16minutes 2 degrees North
,
less.or more
land, of acres 7.801 or square feet 793339 CONTAININGBEGINNING AND
OF a distance of 42.00 feet to the POINTnorth line and south right-of-way line,
along said commonEast, seconds 26 minutes 34 degrees 89 North THENCE
NORTH
NOT TO SCALE
LOCATION MAP
26AUSTINBLUEBONNET WINDING CREEK
STEPPLEWOOD
BranchE. SOUTHLAKE BLVD.SO
U
T
H
L
A
K
E
BLVD
SITE
LOCATION
WESTWOODEASTWOODCARLISLERAINBOW
KIMBALLCROOKEDCOMMERCEBANKINDUSTRIALBRAIR WOODCHERRYSHADYGREENBOUGH
ROLLING
PARKOAK
KNOLLS
GATEWOODJones114
114
KIMBALLINST. NO. D206300575
5' UTILITY EASEMENT
INST. NO. D218233726
15' DRAINAGE ESMT.
N 89°34'50" E 341.93'
INST. NO. 212098905
15' DRAINAGE ESMT.
INST. NO. D218233726
15' DRAINAGE ESMT.
VOL. 14903, PG. 405
20' DRAINAGE ESMT.
(Sched. B, item 10g)(Sched. B, item ___)CAB. A, PG. 1145610' UTILITY EASEMENT(Sched. B, item ___)
INST. NO. 214010496
15' DRAINAGE ESMT.
(Sched. B, item 10k)
INST. NO. D208443619
20' PIPELINE EASEMENT
CAB. A, PG. 11456
10' UTILITY EASEMENT
CAB. A, PG. 11456
15' SANITARY SEWER ESMT.
50' BUILDING SETBACK
Concrete pavement
(Sched. B, item ___)
DOC. NO. D212071105
DRAINAGE EASEMENT
SANITARY SEWER AND
CITY OF SOUTHLAKE WATER,
DOC. NO. D206305192
EASEMENT
40' COMMON ACCESS
(Sched. B, item 10h)
DOC. NO. D206305192
EASEMENT
24' COMMON ACCESS
(Sched. B, item 10h)INST. NO. 202098905
7' X 15' DRANAGE ESMT.
INST. NO. 213071506
AND RIGHT-OF-WAY
ONCOR EASEMENT
(Sched. B, item 10l)
DOC. NO. D212071105
DRAINAGE EASEMENT
SANITARY SEWER AND
CITY OF SOUTHLAKE WATER,
(Sched. B, item ___)
INST. NO. D206300575
10' UTILITY EASEMENT
INST. NO. D206305192
COMMON ACCESS EASEMENT
VARIABLE WIDTH
(Sched. B, item ___)pavementConcreteINST. NO. D214263624
10' UTILITY EASEMENT
INST. NO. D214263624
WATER EASEMENT
INST. NO. D214263624
10' UTILITY EASEMENT
INST. NO. D214263624
15' SANITARY SEWER ESMT.
Concrete sidewalk
INST. NO. D214263624
15' SANITARY SEWER EASEMENT
INST. NO. D214263624
10' UTILITY EASEMENT
INST. NO. D214263624
& DRAINAGE EASEMENT
COMMON ACCESS, UTILITY
INST. NO. D214263624
& DRAINAGE EASEMENT
COMMON ACCESS, UTILITY
INST. NO. 202098905
15' DRANAGE ESMT.(Sched. B, item 10g and 10j)CAB. A, PG. 6417
15' UTILITY EASEMENTCAB. A, PG. 6417
EASEMENT
15' DRAINAGE & UTILITY
CAB. A, PG. 6417
10' DRAINAGE & UTILITY EASEMENT
(Sched. B, item 10i)
INST. NO. D214010494
and
(Sched. B, item 10h)
(Sched. B, item 10i)
INST. NO. D214010494
and
(Sched. B, item 10h)
(Sched. B, item 10h)
INST. NO. D206305192
ACCESS EASEMENT
24' COMMON
INST. NO. 212098905
15' UTILITY EASEMENT
INST. NO. 212098905
24' ACCESS EASEMENT
INST. NO. D206305197VOL. 14903, PG. 405, and20' WIDE DRAINAGE ESMT.Telephone numberUnderground Facility Owners
(214)869-8352Above Net Fiber
(214)745-2964AT&T
(800)344-8377AT&T Texas (call DIGTESS)
(817)359-1313Atmos Energy
(817)822-8745Charter Communications
(817)748-8082City of Southlake
(800)344-8377DIGTESS (Line Locates)
(877)366-8344Level (3) Communications
(817)215-6688Oncor Electric Delivery
(817)692-6042One Source Communications
(817)431-1541TRI County Electric
(972)578-3354Verizon Engineering
(817)335-7011TXU Electric & Gas
(817)338-6520Southwestern Bell
(214)741-3750Lone Star Gas
(800)477-0887Marcus Cable Vision
(817)858-2564TU Electric
THE AREA OF THE SURVEYED PROPERTY
LIST OF POSSIBLE UTILITY PROVIDERS IN
NOTES:GENERAL
TxDot). County (Tarrant1.00012
Factor: Scale Adjustment Surface distances. surface aredistances
All 4202. Zone Central North System, Coordinate PlaneState
Texas 1983, of Datum American North the is Bearing of BasisThe1.
source. other some or agency management emergency federalthe
by published been not has or has information plain flood revisedthat
certify not does surveyor the and determination this forinformation
plain flood referenced above the utilized surveyor Thefloodplain".
chance annual 0.2% the outside be to determined "Areasas
defined is (unshaded) "X" Zone Agency. ManagementEmergency
Federal the by published 2009, 25, September Dated48439C0105K,
Number Map Areas, Incorporate and Texas County, Tarrantfor
Map Rate Insurance Flood FIRM the on (unshaded) "X" Zonewithin
lies tract subject the plotting graphical By STATEMENT:FLOOD2.
survey. this of issuance of datathe
of as letter or report Zoning a provided been not has surveyorthe
Certificate, Surveyor's the in listed 6(b) item A, Table to respectWith3.
utilities.
underground the located physically not has Surveyor Theavailable.
information from possible as accurately as located arethey
that state does he although indicated location exact the in areshown
utilities underground the that warrant not does furtherSurveyor
The abandoned. or service in either area, the in utilities suchall
comprise shown utilities underground the that guarantee nomakes
Surveyor The drawings. existing and appurtenances utilityground
above visible of surveying field of combination a from createdbeen
has hereon shown information utility underground theCertificate,
Surveyor's the in listed 11(b) item A, Table to respect With4.
work. field the conducting ofprocess
the in observed property the on additions building orconstruction,
building work, moving earth recent of evidence visible no isthere
Certificate, Surveyor's the in listed 16 item A, Table to respectWith5.
work. field the conducting ofprocess
the in observed property the on repairs or constructionsidewalk
or street of evidence visible no is there and property this toadjacent
streets of widening proposed any of knowledge no has surveyorthe
Certificate, Surveyor's the in listed 17 item A, Table to respectWith6.
2023. 7,March
of date effective anhaving , CH-7655-1076552300040-JC No.GF
Insurance Title for Commitment Company's Insurance TitleNational
Fidelity of A Schedule in listed easements offsite no arethere
Certificate, Surveyor's the in listed 18 item A, Table to respectWith7.
term.contract
the throughout effect in be to $1,000,000 of amountminimum
the in insurance liability Professional has Company Surveythe
Certificate, Surveyor's the in listed 19 item A, Table to respectWith8.
:COMMITMENT
TITLE THE OF B SCHEDULE TO CORRESPONDINGNOTES
Texas. County, Tarrant ofRecords
Clerk County the references below listed information recording Allbelow.
noted as tract subject the affect not do or affect, therein listedexceptions
following The 2023. 14, March issued 2023, 7, March of dateeffective
an with CH-7655-1076552300040-JC, No. GF Commitment TitleCompany's
Insurance Title National Fidelity of B Schedule reviewed has SurveyorThe
tract. subject the affect not doD218233726
Number Instrument in recorded Plat on listedrestrictions
Those nature. in blanket are and property subject theaffect
D215074375, Number Instrument in recordedRestrictions
and Covenants Easements, of Declaration toAmendment
First and D206305195, Number Instrument inrecorded
Agreement Restriction Site Building with alongD214218746,
Number Instrument in recorded AmendmentSecond
and D214010494, Number Instrument in recordedAmendment
First in amended as D206305192, NumberInstrument
in recorded Agreement, Reimbursement andEasement
Access Common of Declaration in listed covenantsRestrictive 1Item
tract. subject theaffect
not do D218233726 Number Instrument in recordedPlat,
Addition Crossing Kimball on shown Easements andMatters 10(c)Item
documents.easement
those in provided descriptions the on based tractsubject
the affect 30, Page 2472, Volume and 187 Page 1873,Volume
441, Page 1349, Volume in recorded easementsCompany
Light & Power Texas if determine cannot SurveyorThe 10(d)Item
survey. the on shown is and property the affects2118
Page 12585, Volume in recorded Association,Homeowners
Ridge Meadow to Easement System Detention WaterStorm 10(e)Item
survey.
the on shown is and tract subject the affects 2130Page
12585, Volume in recorded Southlake of City the toEasement 10(f)Item
survey. the on shown is andtract
subject the affects D201116025) No. (Instrument 405Page
14093, Volume in recorded Southlake of City the toEasement 10(g)Item
survey.
the on shown is therein created Easement Access the andtract
subject the affects D2014218746, No. Instrument inrecorded
Amendment Second and D2015074375, No.Instrument
in recorded Restrictions and CovenantsEasements,
of Declaration to Amendment First andD206305192,
No. Instrument in recorded Agreement,Reimbursement
and Easement Access Common ofDeclaration 10(h)Item
survey. the on shown is therein createdEasement
Access the and tract subject the affects D214010494,No.
Instrument in recorded Amendment First andD206305192,
No. Instrument in recorded Agreement,Reimbursement
and Easement Access Common ofDeclaration 10(i)Item
survey. the on shown is therein "A" Exhibiton
depicted Easement Drainage wide 20' The nature. inblanket
is and tract subject the affects D206305197, No. Instrumentin
recorded Rights Drainage of Acknowledgment andRatification 10(j)Item
survey. the on shown is andtract
subject the affects D2008443619, No. Instrument inrecorded
Agreement Right-of-Way and Easement PipelineThe 10(k)Item
. survey the onshown
is and tract subject the affects D212071105, No. Instrumentin
recorded Easement Drainage and Sewer Sanitary Line,Water 10(l)Item
nature. in blanket is and tract subject the affects1106
Page 7349, Volume in recorded 1982, 2, Sept. filedAirport,
Regional Worth Fort Dallas the of Ordinance ZoningAirport
entitled 71-100, No. Ordinance of conditions and TermsThe 10(m)Item
work. field the conducting of process the in tract subject theon
observed were signs Gas Star Lone no however tract,subject
the affects exception this if or how determine cannottherefore
and exception, title this in referenced as 3668 No.RPLS
Burke, D. Tommy by prepared 1993 27, Decemberdated
survey the of copy a provided been not has surveyorThe 10(n)Item
tract. subject the affects exceptionthis
if or how determine cannot therefore and exception, titlethis
in referenced as 3668 No. RPLS Burke, D. Tommy byprepared
1993 27, December dated survey the of copy a providedbeen
not has surveyor the however 810, Page 11557, Volumein
recorded Deed Warranty Special the of A Exhibit indescribed
tract acre 11.208 the within included is tract subjectThe 10(o)Item
in Volume 6992, Page 719, does not affect the subject tract.
Item 10(p) Mineral Reservation set forth in General Warranty Deed recorded
SURVEY CERTIFICATION
Company:
assigns, Fidelity National Title Insurance Company and Charter Title
To: Floor and Decor Outlets of America, Inc., its affiliates, successors and
2023. 16, March oncompleted
was work field The thereof. A Table of 19 and 18, 17, 16, 13, 11(b), 10, 9,8,
7(b)(1), 7(a), 6(b), 6(a), 1-4, Items includes and NSPS, and ALTA byadopted
and established jointly Surveys, Title Land ALTA/NSPS forRequirements
Detail Standard Minimum 2021 the with accordance in madewere
based is it which on survey the and plat or map this that certify to isThis
2023. 24, March Map: or Plat ofDate
____________________________________________
SHAFER J.ANDREW
SURVEYOR LAND PROFESSIONALREGISTERED
5017 NUMBER REGISTRATIONTEXAS
10029600 NO. FIRMTBPELS
EX. 36" RCP
FIRE LANE, ACCESS & UTILITY (EASEMENT)
OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS
DEED RECORDS OF TARRANT COUNTY, TEXAS
PLAT RECORDS OF TARRANT COUNTY, TEXAS
NOT MONUMENTED (UNLESS NOTED)
INSTRUMENT NUMBER
VOLUME, PAGE
WITH YELLOW PLASTIC CAP STAMPED "HALFF"
FOUND IRON ROD
CONTROL MONUMENT
SANITARY MANHOLE
REINFORCED CONCRETE PIPE
LIGHT POLE
FIRE HYDRANT
STORM MANHOLE
WATER METER
WATER VALVE
BACK OF CURB
TELEPHONE MANHOLE
FIBER OPTIC SIGN
TELEPHONE PEDESTAL
COMMUNICATION VAULT
EXIST. UNDERGROUND UTIILITIES
Grate Inlet
S. VILLAGE
CENTER DRIVE
(60' R.OW.)
INSTR.
NO. D214263624
LOT 1R, BLOCK 1
CARROLL ISD
NO. 4 ADDITION
CABINET A, SLIDE 13019
ZONING. CS
LUD. PUBLIC/SEMI-PUBLIC
LOT 1R, BLOCK 1
GATEWAY CHURCH ADDITION
CABINET A, SLIDE 7866
ZONING. CS
LUD. OFFICE COMMERCIAL
LOT 1, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
LOT 2, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
E. SOUTHLAKE
BOULEVARD
(F.M. 1709)
(Variable Width R.OW.)LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALEX. 24' C.A.E.(CAB. "A", PG. 11456P.R.T.C.T.)EX. 50' BUILDING SETBACKEX. 20' C.A.E.
(INST. NO. D206305192)
EX. 15' STORM DRAINAGE
EASEMENT
(CCF NO. D212098905)
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 10' UTILITY EASEMENT
(CAB.A. P. 11456 P.R.T.C.T.)
EX. 15' UTILITY EASEMENT
EX. 15' UTILITY EASEMENT
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. D212098905)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. 214218746)
EX. 15' UTILITY EASEMENT
(CCF NO. D212098905)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. VARIABLE WIDTH COMMON ACCESS EASEMENT
(INST. NO. D206305192)
EX. 29' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. 15' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. 214218746)
30' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 30' COMMON ACCESS, UTILITY
(INST.AND DRAINAGE EASEMENT (INST. NO. D214263624)
EX. 15' SANITARY SEWER EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 15' SANITARY SEWER EASEMENT
EX. 20' PIPELINE EASEMENT
20' BUFFERYARD TYPE C
10' BUFFERYARD
TYPE B
20' BUFFERYARD TYPE B
20' BUFFERYARD TYPE B
60' R.O.W. DEDICATION
N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E
50.00'N89°34'50"E341.93'N00°02'16"W 372.29'
S89°34'26"W
30.00'
N00°02'16"W
50.00'
N89°34'26"E
42.00'
S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
FDC
10 9
8
43
8
12
12
6
12
12
11
PROP. DETENTION BASIN
100-YR WSE = 616.65
26' FIRELANEX
X
X
339,859 SQ. FT.
OR
7.802 ACRES
(REMAINDER OF A
CALLED 11.208 ACRE TRACT)
GREENWAY-1709/ELEVEN
PARTNERS, L.P.
INST. NO D197109628
FLOOR & DECOR
1 STORY
75078 SF.
FF = 629.50
9'(TYP.)20'
(TYP.)
30'
PROP.
ENTRY
30'
PROP.
ENTRY4'30'
25.5'
50'265'8' MASONRY SCREEN WALL
400' RESIDENTIAL
ADJACENCY OFFSET
R 30'
R 15'
R 15'
R 30'
R 56'
R 60'R 60'
R 30'
R 54'
R 30'
R 15'
R 30'R 30'
R 25'
PROPERTY LINE
PROPERTY LINE
PROPERTY
LINE
PROPERTY LINE
R 60'5'3" STANDARD
CURB
3" MOUNTABLE
CURB
R 40'
R 40'
R 30'
3" STANDARD
CURB
3" MOUNTABLE
CURB
BFR
85.2'
EXISTING
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
EXISTING
CONCRETE
PAVEMENT
14.81'20'24'5.5'368.12'37.63'30'15'24'24'30'
26'24'24'24'60'29.6'
24'
44'199.7'
9'
30'13'54'24'20'11.3'
38.39'105.27'10' MASONRY SCREEN WALL
ADA PATHWAY
PROPOSED DUMPSTER
ENCLOSURE W/ 8'
MASONRY SCREEN WALL
& GATE
TW ELE = ±637'
PROPOSED
RETAINING WALL24' FIRELANE9'
(TYP.)20'(TYP.)26' FIRELANE
BFR
19'
13'
13'
13'
13'AD
C
BO
30'
PROP. FIRE
HYDRANT
SEE SHEET 8 FOR
PEDESTRIAN
ACCESS PLAN
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
EX. 175' WIDE DRAINAGE & UTILITY
EASEMENT TO BE ABANDONED
VOL.12585, PG. 2118
LOADING
AREA
40' (TYP.)25.63'13.7'
13.7'
13.7'
13.7'
13.7'
13.7'XX
X
X
XX
5.5'
100' RESIDENTIAL
BUILDING HEIGHT
SETBACK
100' RESIDENTIAL
BUILDING HEIGHT
SETBACK
400' RESIDENTIAL
ADJACENCY OFFSET
50' BUILDING SETBACK44.1'11.1'15'15' BUILDING SETBACK
15' BUILDING SETBACK
12.1'
X
X
X
30' BUILDING SETBACK
PROP. 15' WATER
EASEMENT
PROP. 15' WATER
EASEMENT
PROP. 15' WATER
EASEMENT
PROP. 15' WATER
EASEMENT 24'44'PROPOSED TOE WALL
5' CURB CUT W/ FLUME
DFW
L
D
N
C
O
N
T
O
U
R (
6
5
L
D
N)
DFW
C
O
N
T
O
U
R (
75
L
D
N)
RESIDENTIAL PROPERTY
5'
PROP. GUARDRAIL
PROTECTING RISER
(INTERNAL WITHIN
BUILDING)
32.73'
PRELIMINARY
PAUL BARTEL 136395
P.E. NO.
8/18/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312
FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C1-SP-54063.dwg DATE: August 18, 2023, TIME: 7:57 AM, USER: ah4133 AVO: XXXXXSHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
AUGUST, 2023
CAD
PB
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 5290 40'80'
GRAPHIC SCALE - 1"=40'NLAND USE DESIGNATION
ZONING
GROSS/NET ACREAGE
NUMBER OF PROPOSED LOTS
LOT COVERAGE (BUILDING FOOTPRINT)
AREA OF OPEN SPACE
PERCENTAGE OF OPEN SPACE
PRECENTAGE OF IMPERVIOUS
COVERAGE
BUILDING AREA
BUILDING MASONRY PERCENTAGE
75078 S.F.
----
1
7.80 ACRES GROSS / 6.99 ACRES NET
136330 S.F.
66.26%
24.66%
RETAIL, COMMERCIAL, OFFICE, WAREHOUSE*
1
B-1 (REQUIRED)
70.00% MAX.
50.00% MAX.
60000 S.F. MAX.
35 MAX.BUILDING HEIGHT(S) (FT)40'
BUSINESS SERVICE
PARK
SP-1 (PROVIDED)
1
OVERALL SITE
PLAN
NOTES:
·HEIGHT ALLOWABLE IS BASED ON 4:1 SLOPE FROM POINT O.
·'O' = GROUND ELEVATION @ NEAREST RESIDENTIAL PROPERTY
BOUNDARY (626.24)
.
ENGINEER
HALFF ASSOCIATES, INC.
1201 N. BOWSER ROAD
RICHARDSON, TX 75081
CONTACT: PAUL BARTEL
EMAIL:PBARTEL@HALFF.COM
TEL:(214)984-7321
7.80 ACRES
LEGEND
CONCRETE PAVEMENT
X
AREA OF IMPERVIOUS COVERAGE 188950 S.F.----
33.74%15% MIN.
----
**NOTES:
1.REFERENCING PARKING AND
TRIP GENERATION STUDY,
KIMLEY-HORN. MAY 2023.
2.THE REQUIRED MINIMUM
PARKING RATIO FROM THIS
STUDY IS BASED ON THE PEAK
RECORDED PARKING USE FOR
ANY BUILDING/FACILITY
RECORDED IN THE STUDY -
0.91/1000 BSF
*SINGLE TENANT, OWNER,
OR BUSINESS OCCUPANCY
EXCEEDING 60,000 SF
SUMMARY CHART - BUFFERYARDS (B-1 ZONING)
LOCATION /
LENGTH OF
BASE LINE
REQUIRED /
PROVIDED
LENGTH
(FEET)
BUFFERYARD
WIDTH / TYPE
NORTH -REQUIRED 626.31 10 - B
PROVIDED 626.31 10 - B
EAST -REQUIRED 417.11 10 - B
PROVIDED 417.11 20 - B
SOUTH -REQUIRED 575.17 10 - B
PROVIDED 575.17 20 - B
WEST -REQUIRED 532.90 10 - C
PROVIDED 532.90 20 - C
SITE DATA SUMMARY CHART
BENCHMARK LIST
POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION
101 7,027,898.05 2,392,603.80 629.77 SXTP
102 7,028,201.15 2,392,556.93 632.14 SXTP
103 7,028,809.76 2,392,598.36 617.94 SXTP
OWNER
FLOOR & DECOR
2500 WINDY RIDGE PKWY SE
ATLANTA, GA 30339
CONTACT: PHILIP COCHRAN
EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM
TEL:(770)617-4262
BUILDING ENTRANCE/EXIT
NUMBER OF STORIES 1 2.5 MAX.
----
OFF STREET LOADING SPACING 2 2 REQUIRED
OFF STREET LOADING AREA 4042 S.F.750 S.F. MIN.
HEAVY CONCRETE PAVEMENT
EXISTING TREE TO REMAIN
BUILDING SETBACKS
(S-P-1 / B-1 ZONING)
N 50'
E 15'
S 30'
W 15'
BUILDING HEIGHT
SETBACK SOUTH: 20'
MAX HEIGHT WITHIN 100'
OF RESIDENTIAL
PROPERTY (B-1 ZONING)
SUMMARY CHART - INTERIOR LANDSCAPE AREA
LANDSCAPE AREA AREA IN FRONT OR
SIDE
REQUIRED 22524 16893
PROVIDED 65182 49959
*NOTE ANY CREDITS USED IN CALCULATIONS: INTERIOR (3)
OTHER COMMENTS:
OVERLAY RESIDENTIAL ADJACENCY HEIGHT RESTRICTION
POINTS
HEIGHT ALLOWABLE
@ 4:1 THRESHOLD
MAX
BUILDING
ELEVATION @
40' HEIGHT
A 680.74 669.50
B 754.47 669.50
C 768.17 669.50
D 789.04 669.50
USE
WAREHOUSE
RETAIL STORE 1 / 200
1 / 300
PARKING SPACES
---------
S.F.1 SPACE / PER S.F.
PARKING PER B-1 ZONING 1/237 (AGGREGATE)318
TOTAL S.F.
1 / 1000
OFFICE GENERAL
B-1 PARKING REQUIREMENTS
2656
58815
13607
75078
295
9
14
PROPOSED PARKING 1 / 525 143
REQ. MIN. PARKING (REPORT)**0.91 / 1000**70**
1:1
625
625
625
630
630
630
621
621
621
6
2
1
622
622
622
622
6
2
2
623
623
6
2
3
624
624
62
4
626
626
626
627
627
627
628
628
628
629
629
629
631
631
631
632
632
633
633
634
634
625
622
622623
6
2
3
624
626
627
628620 620625625630630617617 61761861961962162162162162262262262262362362362362462462462462662662762762862862962963163163263263363363463
4
625624626627628629EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE
EX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINE
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8'x4' RCBC
EX. 18" RCPEX. 36" RCPEX. 36" RCP
EX. 24" RCPEX. 18" RCPEX. 42" RCP EX. 24" HDPE
EX. 24" HDPEEX. 24" HDPE
EX. 7'x5' RCBCEX.
18
"
RCP
EX. 8'x4' RCBC
EX. 7'x5' RCBC
EX. 30" RCP
EX. 30" RCP
EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC
EX. 18" RCP
EX. 7'x5' RCBC
EX. 30" RCP
EX. 21" RCPE
X
.
5
4
"
RC
P
EX. 36" RCPEX. 30" RCP
EX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E.
EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 8" WATER LINES. VILLAGE
CENTER DRIVE
(60' R.OW.)
INSTR.
NO. D214263624
LOT 1R, BLOCK 1
CARROLL ISD
NO. 4 ADDITION
CABINET A, SLIDE 13019
ZONING. CS
LUD. PUBLIC/SEMI-PUBLIC
LOT 1R, BLOCK 1
GATEWAY CHURCH ADDITION
CABINET A, SLIDE 7866
ZONING. CS
LUD. OFFICE COMMERCIAL
LOT 1, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
LOT 2, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
339,859 SQ. FT.
OR
7.802 ACRES
(REMAINDER OF A
CALLED 11.208 ACRE TRACT)
GREENWAY-1709/ELEVEN
PARTNERS, L.P.
INST. NO D197109628
LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALFLOOR & DECOR
1 STORY
75,078 SF.
FF = 629.50
10 9
8
43
8
12
12
6
12
12
11
PROP. DETENTION BASIN
100-YR WSE = 616.65
625626627628628
629
630
629
631
628
625
626
627
628621621622623 625626627628624RIDGERIDGE RIDGE
RIDGE RIDGE
RIDGE
RIDGE
625
622623624
626
627
6
2
5
6
2
1
6
2
2
6
2
3
6
2
4
6
2
6
6
2
7
6
2
8
6
2
7
627
620621622623624620
621622623624615616617618617618619GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
627
627
6256246246256
2
5626 RIDGE626
EX. 15' STORM DRAINAGE
EASEMENT
(CCF NO. D212098905)
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 10' UTILITY EASEMENT
(CAB.A. P. 11456 P.R.T.C.T.)
EX. 15' UTILITY EASEMENT
EX. 15' UTILITY EASEMENT
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. D212098905)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. 214218746)
EX. 15' UTILITY EASEMENT
(CCF NO. D212098905)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. VARIABLE WIDTH COMMON ACCESS EASEMENT
(INST. NO. D206305192)
EX. 29' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. 15' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. 214218746)
30' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 30' COMMON ACCESS, UTILITY
(INST.AND DRAINAGE EASEMENT (INST. NO. D214263624)
EX. 15' SANITARY SEWER EASEMENT
(INST. NO. D214263624)
20' BUFFERYARD TYPE C
10' BUFFERYARD
TYPE B
20' BUFFERYARD TYPE B
20' BUFFERYARD TYPE B
60' R.O.W. DEDICATION
N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E
50.00'N89°34'50"E341.93'N00°02'16"W 372.29'
S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
2%
2%
628.7±
MATCH EX.
629.3±
MATCH EX.
626.99
627.24
627.54 629.52
629.22
629.46
630.9±
MATCH EX.
629.8±
MATCH EX.
628.68
627.92
628.22 624.98
624.68
623.69
623.03
628.02
628.51
628.87
628.84
629.36
629.21 624.78
626.54
625.44
628.71628.87
627.97
628.51
628.87
628.37
627.81
625.44
626.33
624.71
623.59
624.46
629.19
629.00
628.26
628.10
627.80 624.92
629.32
629.50
627.66
626.76
626.59
625.59
626.36
625.16
625.45
625.50
625.50
624.56
624.70624.70
623.73
625.50
624.13
623.73
625.40
626.76
626.67
625.15
624.94
625.74
625.82
626.78
626.53
627.72
626.39
628.87
619.60
613.00 618.8±
MATCH EX.
618.6±
MATCH EX.
618.6±
MATCH EX.
618.0±
MATCH EX.624.75
616.56
624.74
618.5±
MATCH EX.
624.05
618.3±
MATCH EX.
627.17
627.09
628.18
627.9±
MATCH EX.
628.1±
MATCH EX.
627.8±
MATCH EX.
626.97
627.05
628.0±
MATCH EX.
628.29
628.04 628.15
628.54
628.65
627.8±
MATCH EX.
628.70
628.59
621.84
626.22
624.59
623.89
622.1±
MATCH EX.
621.59
620.51
621.17
621.47
EXISTING TREES
TO REMAIN
NO SITE DISTURBANCE SHALL
BE UNDERTAKEN HERE
626.54
EX. 175' WIDE DRAINAGE & UTILITY
EASEMENT TO BE ABANDONED
VOL.12585, PG. 2118
PROPOSED TOE WALL
5' CURB CUT W/ FLUME
621.04
620.19
624.36622.86
628.87
627.34
625.89
626.13
626.98
626.67
625.86
627.79
627.27
2.7%5.0%3.0%2.6%2.6%
2.1%1.0%1.2%2.6%2.8%
3.0%
1.2%
2.9%
2.1%
4.0%
3.3%
2.0
%
621.07 620.27
628.87
629.36
628.99 628.53 626.54
626.78
626.98
626.54628.53
628.51
624.79
21.9%
20.6%
EXISTING LEGEND:
OHE
EX. 8'' W
EX. 8'' SS
MAJOR CONTOUR LINE
FENCE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
BOLLARD
SIGN
LIGHT POLE
AIR CONDITIONING UNIT
MANHOLE
MONITORING WELL
ELECTRIC METER
SANITARY SEWER CLEANOUT
WATER LINE
GAS LINE
MINOR CONTOUR LINE
PROPERTY LINE
OVERHEAD ELECTRIC
WATER METER
WATER VALVE
VAULT
FIRE DEPARTMENT CONNECTION
GUY WIRE
BILLBOARD
POWER POLE
GAS METER
GROUND LIGHT
SANITARY SEWER LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND COMMUNICATIONS LINE
EX. GAS
UGT
UGC
STORM SEWER LINE
GRATE INLET
LOT LINE
EASEMENT LINE
FENCE POST
CURB INLET
GRADING LEGEND
RIDGE LINE
GRADE BREAK
FLOW ARROW
GB
PROPOSED ELEVATION 405.00
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
405
406
PROPOSED RETAINING WALL
PRELIMINARY
PAUL BARTEL 136395
P.E. NO.
8/17/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312
FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C2-GP-54063.dwg DATE: August 17, 2023, TIME: 4:36 PM, USER: ah4133 AVO: XXXXXSHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
AUGUST, 2023
CAD
PB
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYMATCH EXISTING ELEVATION405.00±
MATCH EX.
CITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 5290 40'80'
GRAPHIC SCALE - 1"=40'N2
OVERALL GRADING
PLAN
ENGINEER
HALFF ASSOCIATES, INC.
1201 N. BOWSER ROAD
RICHARDSON, TX 75081
CONTACT: PAUL BARTEL
EMAIL:PBARTEL@HALFF.COM
TEL:(214)984-7321
OWNER
FLOOR & DECOR
2500 WINDY RIDGE PKWY SE
ATLANTA, GA 30339
CONTACT: PHILIP COCHRAN
EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM
TEL:(770)617-4262
BENCHMARK LIST
POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION
101 7,027,898.05 2,392,603.80 629.77 SXTP
102 7,028,201.15 2,392,556.93 632.14 SXTP
103 7,028,809.76 2,392,598.36 617.94 SXTP
3
KIMBALL OAKS
DRAINAGE AREA MAP
PRELIMINARY
PAUL BARTEL 136395
P.E. NO.
8/17/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312
FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C3A-ASBUILT EDAMN-54063.dwg DATE: August 17, 2023, TIME: 4:36 PM, USER: ah4133 AVO: XXXXXSHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
AUGUST, 2023
CAD
PB
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 529NOTE:
N.T.S
FOR INFORMATION ONLY
EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE
EX. 8" WATER LINEEX. 8" WATER LINEEX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINE
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 48" RCPEX. 8'x4' RCBC EX. 8'x4' RCBCEX.
18
"
HDPEEX. 18" RCPEX. 36" RCPEX. 36" RCP
EX. 24" RCPEX. 18" RCPEX. 42" RCP EX. 24" HDPE
EX. 24" HDPEEX. 24" RCPEX. 24" HDPE
EX. 7'x5' RCBCEX. 30" RCPEX.
18
"
RCP
EX. 8'x4' RCBC
E
X
.
2
4
"
R
C
PEX. 48" RCPEX. 48" RCPEX. 36" RCPEX.
4
2"
R
C
P
EX. 24" RCPEX. 7'x5' RCBC
EX. 30" RCP
E
X
.
5
4
"
RC
PEX. 60
"
RCPEX. 48" RCPEX. 54" RCPEX. 30" RCP
EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC
EX. 18" RCP
EX. 7'x5' RCBC
EX. 30" RCP
EX. 21" RCPE
X
.
5
4
"
RC
P EX. 21" RCPEX. 36" RCPEX. 30" RCP
EX. 18" RCPEX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E.
EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 36" RCPEX. 8" WATER LINE339,859 SQ. FT.
OR
7.802 ACRES
(REMAINDER OF A
CALLED 11.208 ACRE TRACT)
GREENWAY-1709/ELEVEN
PARTNERS, L.P.
INST. NO D197109628
625
625
625
630
630
630
621
621
621
6
2
1
622
622
622
622
6
2
2
623
623
6
2
3
624
624
62
4
626
626
626
627
627
627
628
628
628
629
629
629
631
631
631
632
632
633
633
634
634
625
622
622623
6
2
3
624
626
627
628620 62062562563063061761761761861961962162162162162262262262262362362362362462462462462662662762762862862962963163163263263363363463
4
625624626627628629EX. 175' STORM EASEMENT TO BE ABANDONED
S. VILLAGE
CENTER DRIVE
(60' R.OW.)
INSTR. NO. D214263624
LOT 1R, BLOCK 1
CARROLL ISD
NO. 4 ADDITION
CABINET A, SLIDE 13019
ZONING. CS
LUD. PUBLIC/SEMI-PUBLIC
LOT 1R, BLOCK 1
GATEWAY CHURCH ADDITION
CABINET A, SLIDE 7866
ZONING. CS
LUD. OFFICE COMMERCIAL
LOT 1, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
LOT 2, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALEX. 24' C.A.E.(CAB. "A", PG. 11456P.R.T.C.T.)EX. 50' BUILDING SETBACKEX. 20' C.A.E.
(INST. NO. D206305192)
EX. 15' STORM DRAINAGE
EASEMENT
(CCF NO. D212098905)
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 10' UTILITY EASEMENT
(CAB.A. P. 11456 P.R.T.C.T.)
EX. 15' UTILITY EASEMENT
EX. 15' UTILITY EASEMENT
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. D212098905)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. 214218746)
EX. 15' UTILITY EASEMENT
(CCF NO. D212098905)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. VARIABLE WIDTH COMMON ACCESS EASEMENT
(INST. NO. D206305192)
EX. 29' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. 15' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. 214218746)
30' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 30' COMMON ACCESS, UTILITY
(INST.AND DRAINAGE EASEMENT (INST. NO. D214263624)
EX. 15' SANITARY SEWER EASEMENT
(INST. NO. D214263624)
EX. 15' SANITARY SEWER EASEMENT
EX. 20' PIPELINE EASEMENT
N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E
50.00'N89°34'50"E341.93'N00°02'16"W 372.29'
S89°34'26"W
30.00'
N00°02'16"W
50.00'
S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
QEX = 0.00 CFS
QALLOW = 11.75 CFS
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, DATED/APPROVED
02/21/2014.
EX. 'Y' INLET OS-2
QEX = 10.79 CFS
QALLOW = 32.08 CFS
QEX = 0.00 CFS
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, DATED/APPROVED
02/21/2014.
EX. 'Y' INLET OS-1
QEX = 11.04 CFS
QALLOW = 20.77 CFS
QEX = 24.24 CFS
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, DATED/APPROVED
02/21/2014.
SWALE DENOTED PER ETHAN
ALLEN AS-BUILT CIVIL PLANS
DATED/APPROVED 11/6/2008.
OFFSITE PROPERTY DRAINS
AWAY FROM DEVELOPMENT
PER KIMBALL CROSSING
AS-BUILT CIVIL PLANS
DATED/APPROVED 10/10/2012.
SWALE DENOTED PER
CHEATHAM & ASSOCIATES
AS-BUILT CIVIL PLANS
DATED/APPROVED 3/31/00.
ONSITE UNCHANGED FLOW
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, DATED/APPROVED
02/21/2014 FOR BREAKDOWN.
REFER TO KIMBALL CROSSING AS-BUILT
CIVIL PLANS, DATED/APPROVED
10/10/2012 FOR BREAKDOWN.
EX. 10' CURB INLET EX-4EX. 10' CURB INLET EX-6
EX. CURB INLET EX-3
QEX = 2.41 CFS
(SEE DRAINAGE NOTE 1 THIS SHEET)
0 50'100'
GRAPHIC SCALE - 1"=50'N4
EXISTING DRAINAGE
AREA MAP
ENGINEER
HALFF ASSOCIATES, INC.
1201 N. BOWSER ROAD
RICHARDSON, TX 75081
CONTACT: PAUL BARTEL
EMAIL:PBARTEL@HALFF.COM
TEL:(214)984-7321
OWNER
FLOOR & DECOR
2500 WINDY RIDGE PKWY SE
ATLANTA, GA 30339
CONTACT: PHILIP COCHRAN
EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM
TEL:(770)617-4262
BENCHMARK LIST
POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION
101 7,027,898.05 2,392,603.80 629.77 SXTP
102 7,028,201.15 2,392,556.93 632.14 SXTP
103 7,028,809.76 2,392,598.36 617.94 SXTP
EXISTING LEGEND:
OHE
EX. 8'' W
EX. 8'' SS
MAJOR CONTOUR LINE
FENCE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
BOLLARD
SIGN
LIGHT POLE
AIR CONDITIONING UNIT
MANHOLE
MONITORING WELL
ELECTRIC METER
SANITARY SEWER CLEANOUT
WATER LINE
GAS LINE
MINOR CONTOUR LINE
PROPERTY LINE
OVERHEAD ELECTRIC
WATER METER
WATER VALVE
VAULT
FIRE DEPARTMENT CONNECTION
GUY WIRE
BILLBOARD
POWER POLE
GAS METER
GROUND LIGHT
SANITARY SEWER LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND COMMUNICATIONS LINE
EX. GAS
UGT
UGC
STORM SEWER LINE
GRATE INLET
LOT LINE
EASEMENT LINE
FENCE POST
CURB INLET
PRELIMINARY
PAUL BARTEL 136395
P.E. NO.
8/17/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312
FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C3-EDAMN-54063.dwg DATE: August 17, 2023, TIME: 4:36 PM, USER: ah4133 AVO: XXXXXSHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
AUGUST, 2023
CAD
PB
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 529----
EX-1
2.57
DRAINAGE AREA
AREA (ACRE)FLOW (CFS)
DRAINAGE LEGEND:
EXISTING DRAINAGE AREAS
DA AREA C CF CF C*A*CF Tc I1 Q1 I5 Q5 I10 Q10 I100 C*A*CF Q100
NAME (acres)1YR-10YR 100 YR 1YR-10 YR (min)(in/hr)(cfs)(in/hr)(cfs)(in/hr)(cfs)(in/hr)100 YR (cfs)COMMENTS
EX-1 3.87 0.30 1.00 1.00 1.16 10.0 3.98 4.6 5.72 6.6 6.61 7.7 9.24 1.16 10.72 To EX. 'Y' Inlet OS-1
EX-2 3.59 0.30 1.00 1.00 1.08 10.0 3.98 4.3 5.72 6.2 6.61 7.1 9.24 1.08 9.96 To EX. 'Y' Inlet OS-2
EX-3 0.08 0.80 1.00 1.00 0.07 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.24 0.07 0.63 To Ex. Curb Inlet EX-3
EX-4 0.09 0.80 1.00 1.00 0.07 10.0 3.98 0.3 5.72 0.4 6.61 0.5 9.24 0.07 0.68 To Ex. 10' Curb Inlet EX-4
EX-5 0.02 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.1 9.24 0.02 0.16 To EX. 'Y' Inlet OS-2
EX-6 0.01 0.80 1.00 1.00 0.01 10.0 3.98 0.0 5.72 0.0 6.61 0.1 9.24 0.01 0.07 To Ex. 10' Curb Inlet EX-6
OS-1 0.12 0.30 1.00 1.00 0.03 10.0 3.98 0.1 5.72 0.2 6.61 0.2 9.24 0.03 0.32 To EX. 'Y' Inlet OS-1
OS-2 0.16 0.30 1.00 1.00 0.05 10.0 3.98 0.2 5.72 0.3 6.61 0.3 9.24 0.05 0.45 To EX. 'Y' Inlet OS-2
OS-3 0.08 0.80 1.00 1.00 0.06 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.24 0.06 0.59 To EX-3
OS-4 0.86 0.80 1.00 1.00 0.69 10.0 3.98 2.7 5.72 3.9 6.61 4.5 9.24 0.69 6.34 To EX-4
OS-5 0.03 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.2 9.24 0.02 0.22 To EX-5
DRAINAGE NOTES:
1.EX. CURB INLET EX-3 FLOW WAS CALCULATED USING AREA EX-3 IN
CONJUNCTION WITH KIMBALL OAKS AS-BUILT CIVIL PLANS
DATED/APPROVED 2-21-14 DRAINAGE AREAS OS-2 & OS-3
(0.63 + 1.02 + 0.76 = 2.41 CFS).
2.AREA EX-4 & AREA OS-4 ARE BASED OFF AREA D4 PER KIMBALL OAKS
AS-BUILT CIVIL PLANS DATED/APPROVED 2-21-14, DELINEATED BY THE
PROPERTY LINE.
625
625
625
630
630
630
621
621
621
6
2
1
622
622
622
622
6
2
2
623
623
6
2
3
624
624
62
4
626
626
626
627
627
627
628
628
628
629
629
629
631
631
631
632
632
633
633
634
634
625
622
622623
6
2
3
624
626
627
628620 62062562563063061761761761861961962162162162162262262262262362362362362462462462462662662762762862862962963163163263263363363463
4
625624626627628629EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE
EX. 8" WATER LINEEX. 8" WATER LINEEX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINE
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8'X4' BOX CULVERT
EX. 8'X4' BOX CULVERT
EX. 8'X4' BOX CULVERT
EX. 8'X4' BOX CULVERTEX. 36" RCPEX. 48" RCPEX. 8'x4' RCBC EX. 8'x4' RCBCEX.
18
"
HDPE
EX. 8'X4' BOX CULVERT
EX. 18" RCPEX. 24" RCPEX. 18" RCPEX. 42" RCP
EX. 48" RCPEX. 24" HDPE
EX. 36" RCPEX. 48" RCPEX. 24" HDPEEX. 24" RCPEX. 24" HDPE
EX. 7'x5' RCBCEX.
18
"
RCP
EX. 8'x4' RCBC
E
X
.
2
4
"
R
C
PEX. 48" RCPEX. 48" RCPEX. 48" RCPEX. 36" RCPEX.
4
2"
R
C
P
EX. 24" RCPEX. 7'x5' RCBC
EX. 30" RCP
EX. 48" RCPEX. 54" RCPEX. 30" RCP
EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC
EX. 18" RCP
EX. 7'x5' RCBC
EX. 21" RCPE
X
.
5
4
"
RC
P EX. 21" RCPEX. 36" RCPEX. 30" RCP
EX. 18" RCPEX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E.
EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 36" RCPEX. 48" RCPEX. 8" WATER LINE339,859 SQ. FT.
OR
7.802 ACRES
(REMAINDER OF A
CALLED 11.208 ACRE TRACT)
GREENWAY-1709/ELEVEN
PARTNERS, L.P.
INST. NO D197109628 625626627628628
629
630
629
631
628
625
626
627
628621621622623 625626627628624RIDGERIDGE RIDGE
RIDGE RIDGE
RIDGE
RIDGE
625
622623624
626
627
6
2
5
6
2
1
6
2
2
6
2
3
6
2
4
6
2
6
6
2
7
6
2
8
6
2
7
627
620621622623624620
621622623624615616617618617618619GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
627
627
6256246246256
2
5626 RIDGE626
FLOOR & DECOR1 STORY75,078 SF.FF = 629.5010 9
8
43
8
12
12
6
12
12
11
PROP. DETENTION BASIN
100-YR WSE = 616.65
S. VILLAGE
CENTER DRIVE
(60' R.OW.)
INSTR.
NO. D214263624
LOT 1R, BLOCK 1
CARROLL ISD
NO. 4 ADDITION
CABINET A, SLIDE 13019
ZONING. CS
LUD. PUBLIC/SEMI-PUBLIC
LUD. OFFICE COMMERCIAL
LOT 1, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
LOT 2, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
E. SOUTHLAKE
BOULEVARD
(F.M. 1709)
(Variable Width R.OW.)LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALDISCHARGE POINT 2
QALLOW = 11.75 CFS
QPROP = 2.57 CFS
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, (AREA E1)
DATED/APPROVED
02/21/2014.
DISCHARGE POINT 4
QALLOW = 81.5 CFS
QPROP = 79.55 CFS
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS
DATED/APPROVED 02/21/2014.
Q100-YR = 213.00 CFS
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, DATED/APPROVED
02/21/2014.
DISCHARGE POINT 3
QALLOW = 256.83 CFS
QPROP = 256.83 CFS
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, DATED/APPROVED
02/21/2014.
DISCHARGE POINT 1
QALLOW = 32.08 CFS
QPROP = 41.26 CFS
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, (AREA E3)
DATED/APPROVED
02/21/2014.
Q100-YR = 58.90 CFS
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, DATED/APPROVED
02/21/2014.
EX. 'Y' INLET OS-1
Q100-YR = 0.98 CFS
EX. CURB INLET EX-3
Q100-YR = 3.71 CFS
(SEE DRAINAGE NOTE 6 THIS SHEET)
SWALE DENOTED PER
CHEATHAM & ASSOCIATES
AS-BUILT CIVIL PLANS
DATED/APPROVED 3/31/00.
DISCHARGE POINT 5
QALLOW = 7.02 CFS
QPROP = 7.53 CFS
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, (AREA E3)
DATED/APPROVED
02/21/2014.
ONSITE UNCHANGED FLOW
REFER TO KIMBALL OAKS AS-BUILT
CIVIL PLANS, DATED/APPROVED
02/21/2014 FOR BREAKDOWN.
REFER TO KIMBALL CROSSING AS-BUILT
CIVIL PLANS, DATED/APPROVED
10/10/2012 FOR BREAKDOWN.
EX. 'Y' INLET OS-2
Q100-YR = 15.96 CFS
EX. 10' CURB INLET EX-4
(TO BE REMOVED)
EX. 10' CURB INLET EX-6
PROP. 2-GRATE INLET C-1
PROP. 2-GRATE INLET C-3
PROP. 4-GRATE INLET C-2
PROP. 4-GRATE INLET A-3
PROP. 20' CURB INLET INLET D-1
PROP. 6-GRATE INLET A-2
PROP. 3'x3' LANDSCAPE INLET A-1
PROP. 3'x3' 'Y' INLET A-0
EX. 24' C.A.E.(CAB. "A", PG. 11456P.R.T.C.T.)EX. 50' BUILDING SETBACKEX. 20' C.A.E.
(INST. NO. D206305192)
EX. 15' STORM DRAINAGE
EASEMENT
(CCF NO. D212098905)
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 10' UTILITY EASEMENT
(CAB.A. P. 11456 P.R.T.C.T.)
EX. 15' UTILITY EASEMENT
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. D212098905)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. 214218746)
EX. 15' UTILITY EASEMENT
(CCF NO. D212098905)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. VARIABLE WIDTH COMMON ACCESS EASEMENT
(INST. NO. D206305192)
EX. 29' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. 15' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. 214218746)
30' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 30' COMMON ACCESS, UTILITY
(INST.AND DRAINAGE EASEMENT (INST. NO. D214263624)
EX. 15' SANITARY SEWER EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 15' SANITARY SEWER EASEMENT
EX. 20' PIPELINE EASEMENT
60' R.O.W. DEDICATION
N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E
50.00'N89°34'50"E341.93'N00°02'16"W 372.29'
S89°34'26"W
30.00'
N00°02'16"W
50.00'
N89°34'26"E
42.00'
S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EXISTING LEGEND:
OHE
EX. 8'' W
EX. 8'' SS
MAJOR CONTOUR LINE
FENCE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
BOLLARD
SIGN
LIGHT POLE
AIR CONDITIONING UNIT
MANHOLE
MONITORING WELL
ELECTRIC METER
SANITARY SEWER CLEANOUT
WATER LINE
GAS LINE
MINOR CONTOUR LINE
PROPERTY LINE
OVERHEAD ELECTRIC
WATER METER
WATER VALVE
VAULT
FIRE DEPARTMENT CONNECTION
GUY WIRE
BILLBOARD
POWER POLE
GAS METER
GROUND LIGHT
SANITARY SEWER LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND COMMUNICATIONS LINE
EX. GAS
UGT
UGC
STORM SEWER LINE
GRATE INLET
LOT LINE
EASEMENT LINE
FENCE POST
CURB INLET
PRELIMINARY
PAUL BARTEL 136395
P.E. NO.
8/17/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312
FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C4-PDAM-54063.dwg DATE: August 17, 2023, TIME: 4:37 PM, USER: ah4133 AVO: XXXXXSHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
AUGUST, 2023
CAD
PB
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 5290 50'100'
GRAPHIC SCALE - 1"=50'N5
PROPOSED
DRAINAGE AREA MAP
**USED AREA FROM KIMBALL
OAKS AS-BUILT CIVIL PLANS
DATED/APPROVED 02/21/2014
*USED C-FACTOR OF 0.80 FOR
OFF-SITE DRAINAGE
----
EX-1
2.57
DRAINAGE AREA
AREA (ACRE)FLOW (CFS)
ENGINEER
HALFF ASSOCIATES, INC.
1201 N. BOWSER ROAD
RICHARDSON, TX 75081
CONTACT: PAUL BARTEL
EMAIL:PBARTEL@HALFF.COM
TEL:(214)984-7321
OWNER
FLOOR & DECOR
2500 WINDY RIDGE PKWY SE
ATLANTA, GA 30339
CONTACT: PHILIP COCHRAN
EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM
TEL:(770)617-4262
DRAINAGE LEGEND:
BENCHMARK LIST
POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION
101 7,027,898.05 2,392,603.80 629.77 SXTP
102 7,028,201.15 2,392,556.93 632.14 SXTP
103 7,028,809.76 2,392,598.36 617.94 SXTP
DRAINAGE NOTES:
1.ALL FLOW RATES LISTED BELOW ARE BASED ON THE 100-YEAR STORM
EVENT.
2.AREAS "S" AND "E" FROM DRAINAGE AREA MAP BY CHEATHAM &
ASSOCIATES, DATED 10-12-00 FOR OFFSITE "DRAINAGE AND SANITARY
SEWER IMPROVEMENTS TO SERVE NEW INTERMEDIATE/MIDDLE SCHOOL",
"DRAINAGE AREA MAP AND HYDRAULIC COMPUTATIONS" CONTRIBUTE TO
THE EXISTING 5 - 8'x4' R.C.B.C. BORDERING THE SITE, DESIGN Q FROM
THESE AREAS IS 95.1 CFS (FROM "S" DETAINED) AND 117.9 CFS (FROM "E"
UNDETAINED), TOTALING 213.0 CFS.
3.PER KIMBALL OAKS AS-BUILT CIVIL PLANS DATED/APPROVED 2-21-14, AN
ALLOWABLE FLOW OF 32.08 CFS (AREA E3) WAS DESIGNED FOR
DISCHARGE POINT 1, AND AN ALLOWABLE FLOW OF 11.75 CFS (AREA E1)
WAS DESIGNED FOR DISCHARGE POINT 2. COMBINING THESE
ALLOWABLE FLOWS WITH THE EX. OFFSITE FLOW OF 213 CFS FROM
"INTERMEDIATE/MIDDLE SCHOOL", RESULTS IN A TOTAL ALLOWABLE
FLOW OF 256.83 CFS AT DISCHARGE POINT 3.
4.FOR THIS DEVELOPMENT, A PROP. FLOW OF 41.26 CFS WILL BE SENT TO
DISCHARGE POINT 1 AND A PROP. FLOW OF 2.57 CFS WILL BE SENT TO
DISCHARGE POINT 2. COMBINING THESE PROPOSED FLOWS WITH THE
EX. OFFSITE FLOW OF 213 CFS FROM "INTERMEDIATE/MIDDLE SCHOOL",
WILL RESULT IN A TOTAL PROP. FLOW OF 256.83 CFS AT DISCHARGE
POINT 3.
5.DUE TO THE PROP. FLOW EXCEEDING THE ALLOWABLE FLOW AT
DISCHARGE POINT 1 (41.26 - 32.08 = 9.18 CFS) DETENTION IS REQUIRED TO
REDUCE THE PROP. FLOW TO DISCHARGE POINT 2 TO A RATE OF
(11.75 - 9.18 = 2.57 CFS). HALFF HAS VERIFIED THAT THE EX. STORM
CONVEYANCE SYSTEM CAN ACCEPT ADDITIONAL FLOW FROM DISCHARGE
POINT 1.
6.3.71 CFS WAS CALCULATED USING PROPOSED DRAINAGE AREAS C-0A,
C-0B, AND EX-3 IN CONJUNCTION WITH KIMBALL OAKS AS-BUILT CIVIL
PLANS DATED/APPROVED 2-21-14 DRAINAGE AREAS OS-2 & OS-3.
(0.77 + 0.70 + 0.46 + 1.02 + 0.76 = 3.71 CFS).
7.PER KIMBALL OAKS AS-BUILT CIVIL PLANS DATED/APPROVED 2-21-14, A
FLOW OF 7.02 CFS DRAINS TO EX. INLET EX-4 (AREA D4 PER KIMBALL
OAKS PLAN). INLET EX-4 IS TO BE REMOVED & RELOCATED, RESULTING IN
AN INCREASE OF FLOW OF 0.51 CFS (D1 - EX4). AT THE SAME TIME, THE
PROPOSED NORTHERN DRIVE WILL ACCEPT 0.59 CFS (C3-OFF) FROM THE
SAME OFFSITE SYSTEM.
GRADING LEGEND
RIDGE LINE
GRADE BREAK
FLOW ARROW
GB
PROPOSED ELEVATION 405.00
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
405
406
PROPOSED RETAINING WALL
MATCH EXISTING ELEVATION405.00±
MATCH EX.
DISCHARGE POINTS 1*2 3 4 5
Q100 (ALLOWABLE IN CFS)32.08 CFS 11.75 CFS 256.83 CFS 81.50 CFS 7.02 CFS
Q100 (PROPOSED IN CFS)41.26 CFS 2.57 CFS 256.83 CFS 79.55 CFS 7.55 CFS
DELTA (PROPOSED-ALLOWABLE)9.18 CFS -9.18 CFS 0.00 CFS -1.95 CFS 0.53 CFS
* REFER TO DRAINAGE NOTE 5.
PROPOSED DRAINAGE AREAS
DA AREA C CF CF C*A*CF Tc I1 Q1 I5 Q5 I10 Q10 I100 C*A*CF Q100
NAME (acres)1YR-10 YR 100 YR 1YR-10 YR (min)(in/hr)(cfs)(in/hr)(cfs)(in/hr)(cfs)(in/hr)100 YR (cfs)COMMENTS
A-0 0.31 0.70 1.00 1.25 0.22 10.0 3.98 0.9 5.72 1.2 6.61 1.4 9.67 0.27 2.61 To Prop. 3'x3' 'Y' Inlet A-0
A-1 0.29 0.70 1.00 1.25 0.20 10.0 3.98 0.8 5.72 1.2 6.61 1.3 9.67 0.25 2.44 To Prop. 3'x3' Landscape
Inlet A-1
A-2 1.77 0.70 1.00 1.25 1.24 10.0 3.98 4.9 5.72 7.1 6.61 8.2 9.67 1.55 14.99 To Prop. 6-Grate Inlet A-2
A-3 1.11 0.70 1.00 1.25 0.78 10.0 3.98 3.1 5.72 4.5 6.61 5.1 9.67 0.97 9.42 To Prop. 4-Grate Inlet A-3
A-4 1.39 0.70 1.00 1.25 0.98 10.0 3.98 3.9 5.72 5.6 6.61 6.4 9.67 1.22 11.79 To Prop. 3'x3' 'Y' Inlet A-0
B 0.74 0.70 1.00 1.25 0.52 10.0 3.98 2.1 5.72 3.0 6.61 3.4 9.67 0.65 6.24 To Prop. Pond
C-0A 0.09 0.70 1.00 1.25 0.06 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.67 0.08 0.77 To Ex. Curb Inlet EX-3
C-0B 0.08 0.70 1.00 1.25 0.06 10.0 3.98 0.2 5.72 0.3 6.61 0.4 9.67 0.07 0.70 To Ex. Curb Inlet EX-3
C-0C 0.05 0.70 1.00 1.25 0.03 10.0 3.98 0.1 5.72 0.2 6.61 0.2 9.67 0.04 0.39 To Ex. 'Y' Inlet OS-2
C-0D 0.08 0.70 1.00 1.25 0.05 10.0 3.98 0.2 5.72 0.3 6.61 0.4 9.67 0.07 0.66 To Ex. 'Y' Inlet OS-2
C-1 0.50 0.70 1.00 1.25 0.35 10.0 3.98 1.4 5.72 2.0 6.61 2.3 9.67 0.44 4.21 To Prop. 2-Grate Inlet C-1
C-2 0.68 0.70 1.00 1.25 0.48 10.0 3.98 1.9 5.72 2.7 6.61 3.2 9.67 0.60 5.77 To Prop. 2-Grate Inlet C-2
C-3 0.51 0.70 1.00 1.25 0.36 10.0 3.98 1.4 5.72 2.0 6.61 2.4 9.67 0.45 4.31 To Prop. 2-Grate Inlet C-3
C-4 0.12 0.70 1.00 1.25 0.08 10.0 3.98 0.3 5.72 0.5 6.61 0.5 9.67 0.10 0.98 To Ex. 'Y' Inlet OS-1
D-1 0.14 0.70 1.00 1.25 0.10 10.0 3.98 0.4 5.72 0.6 6.61 0.7 9.67 0.12 1.19 To Prop. 20' Curb Inlet D-1
D1-OFF**0.86 0.80 1.00 1.00 0.69 10.0 3.98 2.7 5.72 3.9 6.61 4.5 9.24 0.69 6.34 To Prop. 20' Curb Inlet D-1
C3-OFF**0.08 0.80 1.00 1.00 0.06 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.24 0.06 0.59 To Prop. 2-Grate Inlet C-3
EX-3*0.06 0.80 1.00 1.00 0.05 10.0 3.98 0.2 5.72 0.3 6.61 0.3 9.24 0.05 0.46 To Ex. Curb Inlet EX-3
EX-5*0.02 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.1 9.24 0.02 0.16 To Prop. 3'x3' 'Y' Inlet A-0
EX-6*0.01 0.80 1.00 1.00 0.01 10.0 3.98 0.0 5.72 0.0 6.61 0.1 9.24 0.01 0.07 To Ex. 10' Curb Inlet EX-6
OS-5*0.03 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.2 9.24 0.02 0.22 To EX-5
625
625
625
630
630
630
621
621
621
6
2
1
622
622
622
622
6
2
2
623
623
6
2
3
624
624
62
4
626
626
626
627
627
627
628
628
628
629
629
629
631
631
631
632
632
633
633
634
634
625
622
622623
6
2
3
624
626
627
628620 620625625630630617617 61761861961962162162162162262262262262362362362362462462462462662662762762862862962963163163263263363363463
4
625624626627628629EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE
EX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINE
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8'x4' RCBC
EX. 18" RCPEX. 36" RCPEX. 36" RCP
EX. 24" RCPEX. 18" RCPEX. 42" RCP EX. 24" HDPE
EX. 24" HDPEEX. 24" HDPE
EX. 7'x5' RCBCEX.
18
"
RCP
EX. 8'x4' RCBC
EX. 7'x5' RCBC
EX. 30" RCP
EX. 30" RCP
EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC
EX. 18" RCP
EX. 7'x5' RCBC
EX. 30" RCP
EX. 21" RCPE
X
.
5
4
"
RC
P
EX. 36" RCPEX. 30" RCP
EX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E.
EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 8" WATER LINES. VILLAGE
CENTER DRIVE
(60' R.OW.)
INSTR.
NO. D214263624
LOT 1R, BLOCK 1
CARROLL ISD
NO. 4 ADDITION
CABINET A, SLIDE 13019
ZONING. CS
LUD. PUBLIC/SEMI-PUBLIC
LOT 1R, BLOCK 1
GATEWAY CHURCH ADDITION
CABINET A, SLIDE 7866
ZONING. CS
LUD. OFFICE COMMERCIAL
LOT 1, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
LOT 2, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
339,859 SQ. FT.
OR
7.802 ACRES
(REMAINDER OF A
CALLED 11.208 ACRE TRACT)
GREENWAY-1709/ELEVEN
PARTNERS, L.P.
INST. NO D197109628
LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIAL8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR0+001+002+003+004+005+006+00 7+00
8+009+0010+0011+0012+0012+818'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTRFDC 0+001+00
DCO8'' WW625626627628628
629
630
629
631
628
625
626
627
628621621622623 625626627628624RIDGERIDGE RIDGE
RIDGE RIDGE
RIDGE
RIDGE
625
622623624
626
627
6
2
5
6
2
1
6
2
2
6
2
3
6
2
4
6
2
6
6
2
7
6
2
8
6
2
7
627
620621622623624620
621622623624615616617618617618619GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
627
627
6256246246256
2
5626 RIDGE626
FLOOR & DECOR
1 STORY
75,078 SF.
FF = 629.50
10 9
8
43
8
12
12
6
12
12
11
PROP. DETENTION BASIN
100-YR WSE = 616.65
49.2'49.8'72.0'42.6'12.2'10.7'24" RCP33" RCP33" RCP33" RCP
33" RCP 33" RCP42" RCP
24" RCP
18" RCP
18" RCP42" R
C
P18" RCP4' FLUME
EX. 15' STORM DRAINAGE
EASEMENT
(CCF NO. D212098905)
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 10' UTILITY EASEMENT
(CAB.A. P. 11456 P.R.T.C.T.)
EX. 15' UTILITY EASEMENT
EX. 15' UTILITY EASEMENT
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. D212098905)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. 214218746)
EX. 15' UTILITY EASEMENT
(CCF NO. D212098905)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. VARIABLE WIDTH COMMON ACCESS EASEMENT
(INST. NO. D206305192)
EX. 29' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. 15' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. 214218746)
30' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 30' COMMON ACCESS, UTILITY
(INST.AND DRAINAGE EASEMENT (INST. NO. D214263624)
EX. 15' SANITARY SEWER EASEMENT
(INST. NO. D214263624)
20' BUFFERYARD TYPE C
10' BUFFERYARD
TYPE B
20' BUFFERYARD TYPE B
20' BUFFERYARD TYPE B
60' R.O.W. DEDICATION
N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E
50.00'N89°34'50"E341.93'N00°02'16"W 372.29'
S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
STA. 0+23.86 LAT A-1
3'x3' LANDSCAPE INLET
STA. 0+04.62 LAT A-2
6-GRATE INLET
STA. 5+46.91 LINE A
4-GRATE INLET
STA. 0+12.76 LINE A
3'x3' Y INLET
STA. 0+00.00 LINE A
CONNECT PROP. 42" RCP
TO EX. STUB OUT
STA. 0+65.92 LAT D
20' CURB INLET
STA. 0+00.00 LAT D
CONNECT PROP. 18" RCP TO
EX. 30" RCP @ 60°
STA. 0+55.25 LINE X
FLARED WINGED HEADWALL W/
ORIFICE PLATE
STA. 0+00.00 LINE X
CONNECT PROP. 18" RCP
TO EX. STUB OUT
STA. 0+00.00 LINE C
CONNECT TO EX. Y INLET
STA. 0+07.51 LAT C-1
2-GRATE INLET
STA. 2+03.07 LINE C
2-GRATE INLET
STA. 0+37.80 LINE C =
STA. 0+00.00 LAT C-2
4'x4' JUNCTION BOX W/ MH RISER
STA. 2+01.72 LAT C-2
4-GRATE INLET
PROP. 15' WATER
EASEMENT
PROP. 15' WATER
EASEMENT
5' CURB CUT W/ FLUME
21" RCP
EXISTING LEGEND:
OHE
EX. 8'' W
EX. 8'' SS
MAJOR CONTOUR LINE
FENCE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
BOLLARD
SIGN
LIGHT POLE
AIR CONDITIONING UNIT
MANHOLE
MONITORING WELL
ELECTRIC METER
SANITARY SEWER CLEANOUT
WATER LINE
GAS LINE
MINOR CONTOUR LINE
PROPERTY LINE
OVERHEAD ELECTRIC
WATER METER
WATER VALVE
VAULT
FIRE DEPARTMENT CONNECTION
GUY WIRE
BILLBOARD
POWER POLE
GAS METER
GROUND LIGHT
SANITARY SEWER LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND COMMUNICATIONS LINE
EX. GAS
UGT
UGC
STORM SEWER LINE
GRATE INLET
LOT LINE
EASEMENT LINE
FENCE POST
CURB INLET
PRELIMINARY
PAUL BARTEL 136395
P.E. NO.
8/17/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312
FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C5-STRM-54063.dwg DATE: August 17, 2023, TIME: 4:37 PM, USER: ah4133 AVO: XXXXXSHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
AUGUST, 2023
CAD
PB
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 529STORM LINE
CURB INLET
GRATE INLET
STORM JUNCTION BOX
W/ MH RISER
STORM DRAINAGE LEGEND
0 40'80'
GRAPHIC SCALE - 1"=40'N6
STORM DRAINAGE
PLAN
ENGINEER
HALFF ASSOCIATES, INC.
1201 N. BOWSER ROAD
RICHARDSON, TX 75081
CONTACT: PAUL BARTEL
EMAIL:PBARTEL@HALFF.COM
TEL:(214)984-7321
OWNER
FLOOR & DECOR
2500 WINDY RIDGE PKWY SE
ATLANTA, GA 30339
CONTACT: PHILIP COCHRAN
EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM
TEL:(770)617-4262
BENCHMARK LIST
POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION
101 7,027,898.05 2,392,603.80 629.77 SXTP
102 7,028,201.15 2,392,556.93 632.14 SXTP
103 7,028,809.76 2,392,598.36 617.94 SXTP
EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE
EX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINE
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8'x4' RCBC
EX. 18" RCPEX. 36" RCPEX. 36" RCP
EX. 24" RCPEX. 18" RCPEX. 42" RCP EX. 24" HDPE
EX. 24" HDPEEX. 24" HDPE
EX. 7'x5' RCBCEX.
18
"
RCP
EX. 8'x4' RCBC
EX. 7'x5' RCBC
EX. 30" RCP
EX. 30" RCP
EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC
EX. 18" RCP
EX. 7'x5' RCBC
EX. 30" RCP
EX. 21" RCPE
X
.
5
4
"
RC
P
EX. 36" RCPEX. 30" RCP
EX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E.
EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 8" WATER LINES. VILLAGE
CENTER DRIVE
(60' R.OW.)
INSTR.
NO. D214263624
LOT 1R, BLOCK 1
CARROLL ISD
NO. 4 ADDITION
CABINET A, SLIDE 13019
ZONING. CS
LUD. PUBLIC/SEMI-PUBLIC
LOT 1R, BLOCK 1
GATEWAY CHURCH ADDITION
CABINET A, SLIDE 7866
ZONING. CS
LUD. OFFICE COMMERCIAL
LOT 1, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
LOT 2, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
339,859 SQ. FT.
OR
7.802 ACRES
(REMAINDER OF A
CALLED 11.208 ACRE TRACT)
GREENWAY-1709/ELEVEN
PARTNERS, L.P.
INST. NO D197109628
LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALFLOOR & DECOR
1 STORY
75,078 SF.
FF = 629.50
10 9
8
43
8
12
12
6
12
12
11
PROP. DETENTION BASIN
100-YR WSE = 616.65
FIRE HYDRANT FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
REMOVE EX. STUB AND CONNECT
TO EX. 8" PVC
REMOVE EX. STUB AND CONNECT
TO EX. 8" PVC
8" FIRE
2" DOM
2" DOM. METER & BACKFLOW PREVENTER
2" IRR. METER & BACKFLOW PREVENTER
49.2'49.8'72.0'42.6'10.7'
EX. 15' STORM DRAINAGE
EASEMENT
(CCF NO. D212098905)
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 10' UTILITY EASEMENT
(CAB.A. P. 11456 P.R.T.C.T.)
EX. 15' UTILITY EASEMENT
EX. 15' UTILITY EASEMENT
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. D212098905)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. 214218746)
EX. 15' UTILITY EASEMENT
(CCF NO. D212098905)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. VARIABLE WIDTH COMMON ACCESS EASEMENT
(INST. NO. D206305192)
EX. 29' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. 15' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. 214218746)
30' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 30' COMMON ACCESS, UTILITY
(INST.AND DRAINAGE EASEMENT (INST. NO. D214263624)
EX. 15' SANITARY SEWER EASEMENT
(INST. NO. D214263624)
20' BUFFERYARD TYPE C
10' BUFFERYARD
TYPE B
20' BUFFERYARD TYPE B
20' BUFFERYARD TYPE B
60' R.O.W. DEDICATION
N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E
50.00'N89°34'50"E341.93'N00°02'16"W 372.29'
S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
FDC 8" PVC2-WAY 8" CLEANOUT
REMOVE EX. 8" PLUG &
CONNECT PROP. 8" PVC
TO EX. 8" PVC
PROP. 15' WATER
EASEMENT
PROP. 15' WATER
EASEMENT
PROP. 15' WATER
EASEMENT
PROP. 15' WATER
EASEMENT12.2'53.4'8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR0+001+002+003+004+005+006+00 7+00
8+009+0010+0011+0012+0012+818'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTRFDC 0+001+00
DCO8'' WW71.2'PROP. GUARDRAIL
PROTECTING RISER
(INTERNAL WITHIN
BUILDING)
32.73'
APPROXIMATE WATER
RISER LOCATION
(INTERNAL WITHIN
BUILDING)
EXISTING LEGEND:
OHE
EX. 8'' W
EX. 8'' SS
MAJOR CONTOUR LINE
FENCE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
BOLLARD
SIGN
LIGHT POLE
AIR CONDITIONING UNIT
MANHOLE
MONITORING WELL
ELECTRIC METER
SANITARY SEWER CLEANOUT
WATER LINE
GAS LINE
MINOR CONTOUR LINE
PROPERTY LINE
OVERHEAD ELECTRIC
WATER METER
WATER VALVE
VAULT
FIRE DEPARTMENT CONNECTION
GUY WIRE
BILLBOARD
POWER POLE
GAS METER
GROUND LIGHT
SANITARY SEWER LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND COMMUNICATIONS LINE
EX. GAS
UGT
UGC
STORM SEWER LINE
GRATE INLET
LOT LINE
EASEMENT LINE
FENCE POST
CURB INLET
PRELIMINARY
PAUL BARTEL 136395
P.E. NO.
8/17/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312
FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C6-WWW-54063.dwg DATE: August 17, 2023, TIME: 4:38 PM, USER: ah4133 AVO: XXXXXSHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
AUGUST, 2023
CAD
PB
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 529WATER PIPE
FIRE HYDRANT
VALVE
TEE
FDC
BENDS
PLUG
REDUCER
WATER METER
BACKFLOW PREVENTOR
WATER & WASTEWATER LEGEND
WASTEWATER PIPE
WASTEWATER MANHOLE
2-WAY CLEANOUTDCO
FDC
0 40'80'
GRAPHIC SCALE - 1"=40'N7
SITE UTILITY PLAN
OWNER
FLOOR & DECOR
2500 WINDY RIDGE PKWY SE
ATLANTA, GA 30339
CONTACT: PHILIP COCHRAN
EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM
TEL:(770)617-4262
ENGINEER
HALFF ASSOCIATES, INC.
1201 N. BOWSER ROAD
RICHARDSON, TX 75081
CONTACT: PAUL BARTEL
EMAIL:PBARTEL@HALFF.COM
TEL:(214)984-7321
BENCHMARK LIST
POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION
101 7,027,898.05 2,392,603.80 629.77 SXTP
102 7,028,201.15 2,392,556.93 632.14 SXTP
103 7,028,809.76 2,392,598.36 617.94 SXTP
S. VILLAGE
CENTER DRIVE
(60' R.OW.)
INSTR.
NO. D214263624
LOT 1R, BLOCK 1
CARROLL ISD
NO. 4 ADDITION
CABINET A, SLIDE 13019
ZONING. CS
LUD. PUBLIC/SEMI-PUBLIC
LOT 1R, BLOCK 1
GATEWAY CHURCH ADDITION
CABINET A, SLIDE 7866
ZONING. CS
LUD. OFFICE COMMERCIAL
LOT 1, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
LOT 2, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
E. SOUTHLAKE
BOULEVARD
(F.M. 1709)
(Variable Width R.OW.)LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALEX. 24' C.A.E.(CAB. "A", PG. 11456P.R.T.C.T.)EX. 50' BUILDING SETBACKEX. 20' C.A.E.
(INST. NO. D206305192)
EX. 15' STORM DRAINAGE
EASEMENT
(CCF NO. D212098905)
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 10' UTILITY EASEMENT
(CAB.A. P. 11456 P.R.T.C.T.)
EX. 15' UTILITY EASEMENT
EX. 15' UTILITY EASEMENT
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. D212098905)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. 214218746)
EX. 15' UTILITY EASEMENT
(CCF NO. D212098905)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. VARIABLE WIDTH COMMON ACCESS EASEMENT
(INST. NO. D206305192)
EX. 29' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. 15' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. 214218746)
30' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 30' COMMON ACCESS, UTILITY
(INST.AND DRAINAGE EASEMENT (INST. NO. D214263624)
EX. 15' SANITARY SEWER EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 15' SANITARY SEWER EASEMENT
EX. 20' PIPELINE EASEMENT
20' BUFFERYARD TYPE C
10' BUFFERYARD
TYPE B
20' BUFFERYARD TYPE B
20' BUFFERYARD TYPE B
60' R.O.W. DEDICATION
N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E
50.00'N89°34'50"E341.93'N00°02'16"W 372.29'
S89°34'26"W
30.00'
N00°02'16"W
50.00'
N89°34'26"E
42.00'
S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
FDC
10 9
8
43
8
12
12
6
12
12
11
PROP. DETENTION BASIN
100-YR WSE = 616.65
339,859 SQ. FT.
OR
7.802 ACRES
(REMAINDER OF A
CALLED 11.208 ACRE TRACT)
GREENWAY-1709/ELEVEN
PARTNERS, L.P.
INST. NO D197109628
FLOOR & DECOR
1 STORY
75078 SF.
FF = 629.50
PROP. 8' MASONRY
SCREEN WALL
50'265'END OF PROP. 8' MASONRY
SCREEN WALL
BEGINNING OF PROP.
8' MASONRY SCREEN
WALL
10' MASONRY SCREEN WALL
105.27'PROPOSED DUMPSTER
ENCLOSURE W/ 8'
MASONRY SCREEN WALL
38.39'
PRELIMINARY
PAUL BARTEL 136395
P.E. NO.
8/17/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312
FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C9-FENCING PLAN-54063.dwg DATE: August 17, 2023, TIME: 4:39 PM, USER: ah4133 AVO: XXXXXSHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
AUGUST, 2023
CAD
PB
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 5290 40'80'
GRAPHIC SCALE - 1"=40'N10
FENCING PLAN
LEGEND
8' MASONRY FENCE
BENCHMARK LIST
POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION
101 7,027,898.05 2,392,603.80 629.77 SXTP
102 7,028,201.15 2,392,556.93 632.14 SXTP
103 7,028,809.76 2,392,598.36 617.94 SXTP
OWNER
FLOOR & DECOR
2500 WINDY RIDGE PKWY SE
ATLANTA, GA 30339
CONTACT: PHILIP COCHRAN
EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM
TEL:(770)617-4262
ENGINEER
HALFF ASSOCIATES, INC.
1201 N. BOWSER ROAD
RICHARDSON, TX 75081
CONTACT: PAUL BARTEL
EMAIL:PBARTEL@HALFF.COM
TEL:(214)984-7321
S. VILLAGE
CENTER DRIVE
(60' R.OW.)
INSTR.
NO. D214263624
LOT 1R, BLOCK 1
CARROLL ISD
NO. 4 ADDITION
CABINET A, SLIDE 13019
ZONING. CS
LUD. PUBLIC/SEMI-PUBLIC
LOT 1R, BLOCK 1
GATEWAY CHURCH ADDITION
CABINET A, SLIDE 7866
ZONING. CS
LUD. OFFICE COMMERCIAL
LOT 1, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
LOT 2, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
E. SOUTHLAKE
BOULEVARD
(F.M. 1709)
(Variable Width R.OW.)LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALEX. 24' C.A.E.(CAB. "A", PG. 11456P.R.T.C.T.)EX. 50' BUILDING SETBACKEX. 20' C.A.E.
(INST. NO. D206305192)
EX. 15' STORM DRAINAGE
EASEMENT
(CCF NO. D212098905)
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 10' UTILITY EASEMENT
(CAB.A. P. 11456 P.R.T.C.T.)
EX. 15' UTILITY EASEMENT
EX. 15' UTILITY EASEMENT
EX. 20' STORM DRAINAGE
EASEMENT
(V. 14983, 405 D.R.T.C.T.)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. D212098905)
EX. 15' STORM DRAINAGE
EASEMENT
(INST. NO. 214218746)
EX. 15' UTILITY EASEMENT
(CCF NO. D212098905)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. VARIABLE WIDTH COMMON ACCESS EASEMENT
(INST. NO. D206305192)
EX. 29' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
EX. 15' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. 214218746)
30' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 30' COMMON ACCESS, UTILITY
(INST.AND DRAINAGE EASEMENT (INST. NO. D214263624)
EX. 15' SANITARY SEWER EASEMENT
(INST. NO. D214263624)
EX. 10' UTILITY EASEMENT
EX. 15' SANITARY SEWER EASEMENT
EX. 20' PIPELINE EASEMENT
20' BUFFERYARD TYPE C
10' BUFFERYARD
TYPE B
20' BUFFERYARD TYPE B
20' BUFFERYARD TYPE B
60' R.O.W. DEDICATION
N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E
50.00'N89°34'50"E341.93'N00°02'16"W 372.29'
S89°34'26"W
30.00'
N00°02'16"W
50.00'
N89°34'26"E
42.00'
S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT
(INST. NO. D214263624)
FDC
10 9
8
43
8
12
12
6
12
12
11
PROP. DETENTION BASIN
100-YR WSE = 616.65
339,859 SQ. FT.
OR
7.802 ACRES
(REMAINDER OF A
CALLED 11.208 ACRE TRACT)
GREENWAY-1709/ELEVEN
PARTNERS, L.P.
INST. NO D197109628
FLOOR & DECOR
1 STORY
75078 SF.
FF = 629.50
CONCRETE
PAVEMENT
EX. SIDEWALK
PROP. 8' SIDEWALK
PROP. 8.5' SIDEWALK
PROP. 5' SIDEWALK
PUBLIC ROAD(FM 1709)PRELIMINARY
PAUL BARTEL 136395
P.E. NO.
8/17/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312
FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C7-PEDESTRIAN ACCESS-54063.dwg DATE: August 17, 2023, TIME: 4:38 PM, USER: ah4133 AVO: XXXXXSHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
AUGUST, 2023
CAD
PB
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 5290 40'80'
GRAPHIC SCALE - 1"=40'N8
PEDESTRIAN & SITE
CIRCULATION PLAN
BENCHMARK LIST
POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION
101 7,027,898.05 2,392,603.80 629.77 SXTP
102 7,028,201.15 2,392,556.93 632.14 SXTP
103 7,028,809.76 2,392,598.36 617.94 SXTP
OWNER
FLOOR & DECOR
2500 WINDY RIDGE PKWY SE
ATLANTA, GA 30339
CONTACT: PHILIP COCHRAN
EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM
TEL:(770)617-4262
ENGINEER
HALFF ASSOCIATES, INC.
1201 N. BOWSER ROAD
RICHARDSON, TX 75081
CONTACT: PAUL BARTEL
EMAIL:PBARTEL@HALFF.COM
TEL:(214)984-7321
LEGEND
CUSTOMER/CLIENT/MAINTENANCE
ENTRANCE & EXIT
PEDESTRIAN ACCESS
PATH
DELIVERY
ENTRANCE & EXIT
625626627628628
629
630
629
631
628
625
626
627
628621621622623 625626627628624RIDGERIDGE RIDGE
RIDGE RIDGE
RIDGE
RIDGE
625
622623624
626627
6
2
5
6
2
1
6
2
2
6
2
3
6
2
4
6
2
6
6
2
7
6
2
8
6
2
7
627
620621622623624620
621622623624615616617618617618619GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
627
627
6256246246256
2
5626 RIDGE626
EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE
EX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER
EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8'x4' RCBC
EX. 18" RCPEX. 36" RCP
EX. 18" RCPEX. 42" RCP EX. 24" HDPE
EX. 24" HDPEEX. 7'x5' RCBCEX. 7'x5' RCBC
EX. 30" RCP
EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC
EX. 18" RCP EX.
27
"
RCP
EX. 7'x5' RCBC
EX. 30" RCP
EX. 21" RCPE
X
.
5
4
"
RC
P
EX. 36" RCPEX. 30" RCP
EX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.
EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 8" WATER LINE339,859 SQ. FT.
OR
7.802 ACRES
(REMAINDER OF A
CALLED 11.208 ACRE TRACT)
GREENWAY-1709/ELEVEN
PARTNERS, L.P.
INST. NO D197109628
30'
FDC
FLOOR & DECOR1 STORY75,078 SF.FF = 629.5010 9
8
43
8
12
12
6
12
12
11
PROP. DETENTION BASIN
100-YR WSE = 616.65
LOT 1R, BLOCK 1
CARROLL ISD
NO. 4 ADDITION
CABINET A, SLIDE
13019
ZONING. CS
LUD.
PUBLIC/SEMI-PUBLIC
S. VILLAGE
CENTER DRIVE
(60' R.OW.)
LOT 1R, BLOCK 1
GATEWAY CHURCH ADDITION
CABINET A, SLIDE 7866
ZONING. CS
LUD. OFFICE COMMERCIAL
8' MASONRY FENCE PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
EXISTING
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
EXISTING
CONCRETE
PAVEMENT
60' R.O.W.
DEDICATION
30' COMMON ACCESS, UTILITY
AND DRAINAGE EASEMENT
LOT 1, BLOCK 1
KIMBALL OAKS ADDITION
INST. NO. D214263624
ZONING. SP1
LUD. RETAIL COMMERCIAL
PRELIMINARY
PAUL BARTEL 136395
P.E. NO.
8/17/23DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312
FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C8-TCP-54063.dwg DATE: August 17, 2023, TIME: 4:38 PM, USER: ah4133 AVO: XXXXXSHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
AUGUST, 2023
CAD
PB
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 529N9
TREE CONSERVATION
PLAN
TREE CONSERVATION LEGEND
EXISTING TREE TO BE REMOVED
EXISTING TREE TO BE REMAIN
OFF-SITE TREE TO REMAIN
TREE CANOPY AREA
EXISTING TREE TO POTENTIALLY
REMAIN
TREE SURVEY OFFSITE TABLE
Tag ID Common Name Scientific Name DBH (in)Trunks Condition
1 Live oak Quercus virginiana 8.5 2X Good
2 Lacebark elm Ulmus parvifolia 11 3X Good
3 Lacebark elm Ulmus parvifolia 6.5 2X Good
4 Sugar hackberry Celtis laevigata 6 2X Good
5 Sugar hackberry Celtis laevigata 8 2X Good
6 Live oak Quercus virginiana 6 2X Good
7 Lacebark elm Ulmus parvifolia 11 2X Good
8 Pecan Carya illinoinensis 19 3X Good
9 Sugar hackberry Celtis laevigata 21.5 5X Good
10 Sugar hackberry Celtis laevigata 12 3X Good
11 Sugar hackberry Celtis laevigata 23 5X Good
12 Pecan Carya illinoinensis 18 Good
13 Sugar hackberry Celtis laevigata 9 Good
14 Pecan Carya illinoinensis 17 2X Good
15 Pecan Carya illinoinensis 6.5 Good
16 American elm Ulmus americana 6.5 Good
17 Red mulberry Morus rubra 6 4X Good
18 Pecan Carya illinoinensis 6 Good
19 American elm Ulmus americana 11.5 2X Good
20 American elm Ulmus americana 11 Good
21 Sugar hackberry Celtis laevigata 12 3X Good
22 American elm Ulmus americana 17 2X Good
23 Sugar hackberry Celtis laevigata 7 Good
24 American elm Ulmus americana 8.5 Good
25 Eastern cottonwood Populus deltoides 11 Good
26 Eastern cottonwood Populus deltoides 22 Good
27 Sugar hackberry Celtis laevigata 13.5 Good
28 Pecan Carya illinoinensis 7 Good
29 Sugar hackberry Celtis laevigata 14 Good
30 Lacebark elm Ulmus parvifolia 13.5 3X Good
31 Bradford pear Pyrus calleryana 7.5 2X Good
32 Lacebark elm Ulmus parvifolia 7.5 Good
33 Pecan Carya illinoinensis 13.5 2X Good
34 Pecan Carya illinoinensis 16.5 3X Good
35 Pecan Carya illinoinensis 12.5 Good
36 Sugar hackberry Celtis laevigata 9.5 Good
37 Sugar hackberry Celtis laevigata 11 2X Good
38 Sugar hackberry Celtis laevigata 7.5 2X Good
39 Sugar hackberry Celtis laevigata 10.5 Good
40 Eastern red cedar Juniperus virginiana 6.5 Good
42 Sugar hackberry Celtis laevigata 8 Good
43 Sugar hackberry Celtis laevigata 7.5 Good
44 Sugar hackberry Celtis laevigata 9.5 2X Good
45 Sugar hackberry Celtis laevigata 9 Good
46 Sugar hackberry Celtis laevigata 7 2X Good
47 Hercules club Zanthoxylum clava-herculis 6 Good
48 Sugar hackberry Celtis laevigata 11 2X Good
49 Sugar hackberry Celtis laevigata 7 Good
50 Eastern cottonwood Populus deltoides 16.5 Good
51 Eastern cottonwood Populus deltoides 22.5 Good
52 Black willow Salix nigra 33 Good
53 Sugar hackberry Celtis laevigata 7 Good
54 Lacebark elm Ulmus parvifolia 13.5 4X Good
55 Lacebark elm Ulmus parvifolia 8.5 2X Good
56 Lacebark elm Ulmus parvifolia 8 Good
57 Lacebark elm Ulmus parvifolia 7.5 2X Good
66 American elm Ulmus americana 17.5 6X Good
214 American elm Ulmus americana 12.5 3X Good
215 American elm Ulmus americana 10 Good
216 American elm Ulmus americana 7 Good
217 American elm Ulmus americana 10 Good
218 American elm Ulmus americana 13.5 3X Good
219 American elm Ulmus americana 7 Good
237 American elm Ulmus americana 7 Good
238 American elm Ulmus americana 6.5 Good
239 American elm Ulmus americana 7.5 Good
242 Pecan Carya illinoinensis 24.5 2X Good
243 Cedar elm Ulmus crassifolia 5 Good
244 Cedar elm Ulmus crassifolia 5 Good
245 Cedar elm Ulmus crassifolia 5 Good
246 Cedar elm Ulmus crassifolia 4.5 Good
247 Cedar elm Ulmus crassifolia 5.5 Good
248 Pecan Carya illinoinensis 22.5 2X Good
249 Cedar elm Ulmus crassifolia 5.5 Good
250 Live oak Quercus virginiana 5.5 Good
251 Live oak Quercus virginiana 5.5 Good
252 Live oak Quercus virginiana 5.5 Good
253 Willow oak Quercus phellos 5.5 Good
255 Live oak Quercus virginiana 6 Good
256 Eastern red cedar Juniperus virginiana 7 2X Good
257 Lacebark elm Ulmus parvifolia 8.5 5X Good
259 Sugar hackberry Celtis laevigata 13.5 Good
260 Sugar hackberry Celtis laevigata 9 2X Good
261 Sugar hackberry Celtis laevigata 10 Good
262 Sugar hackberry Celtis laevigata 7 Good
263 Sugar hackberry Celtis laevigata 11 2X Good
264 Sugar hackberry Celtis laevigata 13 6X Good
265 American elm Ulmus americana 15.5 Good
266 Sugar hackberry Celtis laevigata 9 Good
267 Sugar hackberry Celtis laevigata 7 Good
268 Sugar hackberry Celtis laevigata 10.5 Good
269 Sugar hackberry Celtis laevigata 11.5 3X Good
270 Sugar hackberry Celtis laevigata 13 2X Good
271 Sugar hackberry Celtis laevigata 12 2X Good
274 Sugar hackberry Celtis laevigata 10 3X Good
275 Sugar hackberry Celtis laevigata 11 3X Good
276 Sugar hackberry Celtis laevigata 6 2X Good
277 Sugar hackberry Celtis laevigata 14 Good
278 Sugar hackberry Celtis laevigata 9 Good
279 Sugar hackberry Celtis laevigata 15 2X Good
280 Sugar hackberry Celtis laevigata 25 7X Good
281 Sugar hackberry Celtis laevigata 20 6X Good
282 Sugar hackberry Celtis laevigata 9.5 Good
283 Sugar hackberry Celtis laevigata 9.5 3X Good
284 Sugar hackberry Celtis laevigata 12.5 5X Good
285 Sugar hackberry Celtis laevigata 9.5 3X Good
286 Sugar hackberry Celtis laevigata 6.5 Good
287 Sugar hackberry Celtis laevigata 16.5 5X Good
288 Chinese pistache Pistacia chinensis 10.5 2X Good
289 Sugar hackberry Celtis laevigata 9 Good
291 Sugar hackberry Celtis laevigata 6.5 2X Good
TP LIMITS OF TREE PROTECTION
(PER METHOD AS APPROPIATE)
(PER CITY OF SOUTHLAKE
STANDARDS
TREE TABULATIONS
GROSS SITE AREA 293,050 SF
EXISTING TREE CANOPY AREA:
% OF SITE AREA:
TOTAL DBH:
116,165 SF
39.64%
2214 IN
EXISTING TREE CANOPY PROPOSED TO BE REMOVED
AREA: % OF TREE CANOPY AREA:
TOTAL DBH:
111,131 SF
95.66%
2109 IN
EXISTING TREE CANOPY PROPOSED TO REMAIN
AREA: % OF TREE CANOPY AREA:
TOTAL DBH:
5,041 SF
4.34%
105 IN
NOTE: TREE CANOPY CALCULATION ARE APPROXIMATE BASED ON
TREE LOCATION FROM TREE SURVEY COMBINED WITH AERIAL
IMAGERY
NOTE : TREE CANOPY CALCULATION EXCLUDES ALL RIGHT OF
WAY AND OFF-SITE TREE CANOPY/AREA FROM NEIGHBORING
PROPERTIES
TREE SURVEY REMAINING TABLE
Tag ID Common Name Scientific Name DBH (in)Trunks Condition
58 Sugar hackberry Celtis laevigata 6 Good
65 Lacebark elm Ulmus parvifolia 25.5 6X Good
272 Pecan Carya illinoinensis 16.5 2X Good
273 American elm Ulmus americana 39.5 3X Good
290 American elm Ulmus americana 17.5 Good
TREE SURVEY DEMOLITION TABLE
Tag ID Common Name Scientific Name DBH (in)Trunks Condition
41 Pecan Carya illinoinensis 22.5 Good
59 Pecan Carya illinoinensis 18.5 2X Good
60 Pecan Carya illinoinensis 18.5 2X Good
61 Pecan Carya illinoinensis 21 4X Good
62 Pecan Carya illinoinensis 16 2X Good
63 Pecan Carya illinoinensis 18.5 2X Good
64 Pecan Carya illinoinensis 24 2X Good
67 Pecan Carya illinoinensis 19.5 3X Good
68 American elm Ulmus americana 27 5X Good
69 Sugar hackberry Celtis laevigata 15.5 3X Good
70 Black willow Salix nigra 9.5 2X Good
71 Black willow Salix nigra 7.5 3X Good
72 Black willow Salix nigra 6.5 2X Good
73 Black willow Salix nigra 7.5 2X Good
74 Black willow Salix nigra 7.5 Good
75 Black willow Salix nigra 8.5 2X Good
76 Black willow Salix nigra 10.5 3X Good
77 Black willow Salix nigra 9.5 2X Good
78 Black willow Salix nigra 9 2X Good
79 Eastern red cedar Juniperus virginiana 15.5 Good
80 Eastern red cedar Juniperus virginiana 12.5 Good
81 Sugar hackberry Celtis laevigata 12 Good
82 Black willow Salix nigra 20 2X Good
83 Sugar hackberry Celtis laevigata 12.5 Good
84 Live oak Quercus virginiana 17 5X Good
85 Cedar elm Ulmus crassifolia 8 Good
86 Pecan Carya illinoinensis 17 Good
87 Pecan Carya illinoinensis 28 5X Good
88 Pecan Carya illinoinensis 11 Good
89 Pecan Carya illinoinensis 13.5 Good
90 Pecan Carya illinoinensis 21 2X Good
93 Live oak Quercus virginiana 6 Good
94 Live oak Quercus virginiana 8.5 4X Good
95 Eastern red cedar Juniperus virginiana 6.5 Good
96 Live oak Quercus virginiana 8.5 2X Good
97 Eastern red cedar Juniperus virginiana 6 Good
98 Eastern red cedar Juniperus virginiana 7.5 Good
99 Water oak Quercus nigra 6 Good
100 Eastern red cedar Juniperus virginiana 7.5 Good
101 Eastern red cedar Juniperus virginiana 7 Good
102 Sugar hackberry Celtis laevigata 7.5 Good
103 Pecan Carya illinoinensis 8.5 Good
104 Sugar hackberry Celtis laevigata 7 Good
105 American elm Ulmus americana 12 Good
106 Pecan Carya illinoinensis 8.5 Good
107 Pecan Carya illinoinensis 8 Good
108 American elm Ulmus americana 6 Good
109 Pecan Carya illinoinensis 11.5 Good
110 American elm Ulmus americana 11.5 Good
111 Eastern red cedar Juniperus virginiana 13 3X Good
112 American elm Ulmus americana 26.5 2X Good
113 Sugar hackberry Celtis laevigata 13 Good
114 American elm Ulmus americana 16.5 Good
115 American elm Ulmus americana 21.5 4X Good
116 American elm Ulmus americana 28 2X Good
117 Sugar hackberry Celtis laevigata 7.5 2X Good
118 Pecan Carya illinoinensis 13 2X Good
119 Pecan Carya illinoinensis 7 Good
120 Pecan Carya illinoinensis 13.5 2X Good
121 Pecan Carya illinoinensis 15 2X Good
122 Pecan Carya illinoinensis 7 Good
123 American elm Ulmus americana 14.5 2X Good
124 Sugar hackberry Celtis laevigata 6.5 Good
125 Pecan Carya illinoinensis 12 Good
126 Sugar hackberry Celtis laevigata 16.5 Good
127 American elm Ulmus americana 8.5 2X Good
128 American elm Ulmus americana 21.5 3X Good
129 Blackjack oak Quercus marilandica 6.5 Good
130 Sugar hackberry Celtis laevigata 12.5 2X Good
131 Bradford pear Pyrus calleryana 9 Good
132 American elm Ulmus americana 13.5 Good
133 American elm Ulmus americana 41 3X Good
134 Sugar hackberry Celtis laevigata 8.5 Good
135 Pecan Carya illinoinensis 7 Good
136 Blackjack oak Quercus marilandica 6 Good
137 Pecan Carya illinoinensis 16.5 Good
138 Pecan Carya illinoinensis 7 Good
139 Pecan Carya illinoinensis 12.5 Good
140 Pecan Carya illinoinensis 8.5 Good
141 Pecan Carya illinoinensis 6.5 Good
142 American elm Ulmus americana 10.5 3X Good
143 Sugar hackberry Celtis laevigata 6.5 2X Good
144 American elm Ulmus americana 14.5 2X Good
145 Sugar hackberry Celtis laevigata 11.5 6X Good
146 Cedar elm Ulmus crassifolia 12.5 2X Good
147 Sugar hackberry Celtis laevigata 10 Good
148 Cedar elm Ulmus crassifolia 6.5 Good
149 American elm Ulmus americana 6.5 3X Good
150 Mesquite Prosopis glandulosa 33 10X Good
151 American elm Ulmus americana 9.5 2X Good
152 American elm Ulmus americana 8.5 Good
153 American elm Ulmus americana 12.5 Good
154 American elm Ulmus americana 6 2X Good
155 Pecan Carya illinoinensis 6 Good
156 American elm Ulmus americana 7.5 Good
157 American elm Ulmus americana 6 Good
158 Gum bumelia Sideroxylon lanuginosum 6 2X Good
159 Pecan Carya illinoinensis 7 Good
160 Sugar hackberry Celtis laevigata 8 Good
161 American elm Ulmus americana 16 Good
162 American elm Ulmus americana 10 3X Good
163 Sugar hackberry Celtis laevigata 18 3X Good
164 American elm Ulmus americana 6 Good
165 Osage orange Maclura pomifera 13 3X Good
166 Pecan Carya illinoinensis 9.5 Good
167 American elm Ulmus americana 11 Good
168 Bradford pear Pyrus calleryana 11.5 3X Good
169 Live oak Quercus virginiana 14.5 2X Good
170 Eastern cottonwood Populus deltoides 7.5 Good
171 Eastern cottonwood Populus deltoides 9 2X Good
172 Eastern cottonwood Populus deltoides 9 3X Good
173 Pecan Carya illinoinensis 8.5 Good
174 Sugar hackberry Celtis laevigata 10 3X Good
175 American elm Ulmus americana 14.5 2X Good
176 Pecan Carya illinoinensis 6 Good
177 Bradford pear Pyrus calleryana 13 2X Good
178 American elm Ulmus americana 7 Good
179 Live oak Quercus virginiana 6 2X Good
180 American elm Ulmus americana 7 2X Good
181 Sugar hackberry Celtis laevigata 17.5 3X Dead
182 Pecan Carya illinoinensis 7 Good
183 Pecan Carya illinoinensis 15 Good
184 Sugar hackberry Celtis laevigata 9 Good
185 Eastern red cedar Juniperus virginiana 6 Good
186 Eastern red cedar Juniperus virginiana 8 Good
187 Eastern red cedar Juniperus virginiana 7 Good
188 Sugar hackberry Celtis laevigata 12 3X Good
189 Live oak Quercus virginiana 7 Good
190 American elm Ulmus americana 7 Good
191 Post oak Quercus stellata 6.5 Good
192 American elm Ulmus americana 6.5 Good
193 Hercules club Zanthoxylum clava-herculis 6 Good
194 Hercules club Zanthoxylum clava-herculis 6.5 Good
195 American elm Ulmus americana 20 Good
196 Sugar hackberry Celtis laevigata 10 Good
197 Pecan Carya illinoinensis 6.5 Good
198 Pecan Carya illinoinensis 6 Good
199 Live oak Quercus virginiana 7 Good
200 Live oak Quercus virginiana 7 2X Good
201 Live oak Quercus virginiana 7 Good
202 Live oak Quercus virginiana 9 Good
203 Pecan Carya illinoinensis 10 Good
204 American elm Ulmus americana 44.5 4X Good
205 Eastern red cedar Juniperus virginiana 15 Good
206 Bradford pear Pyrus calleryana 8 2X Good
207 Sugar hackberry Celtis laevigata 8 2X Good
208 Sugar hackberry Celtis laevigata 6 3X Good
209 American elm Ulmus americana 6 Good
210 American elm Ulmus americana 8 2X Good
211 American elm Ulmus americana 8 Good
212 American elm Ulmus americana 9.5 2X Good
213 American elm Ulmus americana 9 Good
220 American elm Ulmus americana 15.5 3X Good
221 American elm Ulmus americana 10 Good
222 American elm Ulmus americana 6 Good
223 Sugar hackberry Celtis laevigata 13.5 4X Good
224 American elm Ulmus americana 7.5 Good
225 American elm Ulmus americana 18 3X Good
226 American elm Ulmus americana 10 Good
227 American elm Ulmus americana 28 Good
228 American elm Ulmus americana 16.6 Good
229 Pecan Carya illinoinensis 10 2X Good
230 Pecan Carya illinoinensis 21.5 2X Good
231 Pecan Carya illinoinensis 25.5 2X Good
232 Eastern cottonwood Populus deltoides 7.5 Good
233 Live oak Quercus virginiana 12.5 3X Good
234 Hercules club Zanthoxylum clava-herculis 8 4X Good
235 American elm Ulmus americana 7.5 Good
236 American elm Ulmus americana 12.5 3X Good
240 American elm Ulmus americana 7 Good
241 American elm Ulmus americana 7 Good
254 American elm Ulmus americana 8.5 3X Good
258 Lacebark elm Ulmus parvifolia 13 5X Good
292 Eastern cottonwood Populus deltoides 8 2X Good
293 Eastern cottonwood Populus deltoides 6.5 Good
294 Eastern cottonwood Populus deltoides 9 2X Good
295 Eastern cottonwood Populus deltoides 7.5 Good
296 Eastern cottonwood Populus deltoides 6.5 2X Good
297 Eastern cottonwood Populus deltoides 7 2X Good
298 Eastern cottonwood Populus deltoides 7.5 Good
299 Eastern cottonwood Populus deltoides 7 Good
91 Pecan Carya illinoinensis 19 Good
92 Pecan Carya illinoinensis 19.5 3X Good
0 50'100'
GRAPHIC SCALE - 1"=50'
BENCHMARK LIST
POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION
101 7,027,898.05 2,392,603.80 629.77 SXTP
102 7,028,201.15 2,392,556.93 632.14 SXTP
103 7,028,809.76 2,392,598.36 617.94 SXTP
OWNER
FLOOR & DECOR
2500 WINDY RIDGE PKWY SE
ATLANTA, GA 30339
CONTACT: PHILIP COCHRAN
EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM
TEL:(770)617-4262
ENGINEER
HALFF ASSOCIATES, INC.
1201 N. BOWSER ROAD
RICHARDSON, TX 75081
CONTACT: PAUL BARTEL
EMAIL:PBARTEL@HALFF.COM
TEL:(214)984-7321
SCREEN WALLS SHOWN ON LANDSCAPE
PLAN EXHIBIT ARE FOR ILLUSTRATIVE
PURPOSES ONLY - REF. SITE PLAN FOR
ACTUAL WALL LAYOUTS.
28
8 4"
(Bufferyards)
FILE NAME: \\halff.ad\PZA\AVO\54000s\54063\001\LA\CADD\Sheets\L1.00-54063.dwg DATE: July 27, 2023, TIME: 10:51 AM, USER: ah4341 AVO: 54063SHEET TITLE
CHECKED BY:
DRAWN BY:
PROJECT NO.:
ISSUED:
SCALE:NO.DATEDESCRIPTIONREVISION54063
JULY, 2023
PK
JRK
AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYDATE
NAME
2255
R.L.A. NO.
07/27/2023
JAMES R. KINDRED
PRELIMINARY
FOR INTERIM REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL,PERMIT,BIDDING
OR CONSTRUCTION PURPOSES.THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:N0 40 8020
Refer to Sitework Specifications for all information needed for landscape work.
Notify Landscape Architect or designated representative of any layout discrepancies
or any condition which may prohibit the installation as shown.
Verify and locate all utilities and site lighting conduits before landscape construction
begins. Protection of all utilities is the responsibility of the Contractor.
All landscape planting areas illustrated shall be graded smooth with three inches (3")
of topsoil and three inches (3") of compost applied and consistently blended (tilled) to
a depth of nine inches (9") . If adequate or sufficient topsoil is not available on site,
the Contractor shall provide topsoil per the specifications and approved by the Owner.
To obtain final grade, excavation may be necessary to accept the required depth of
topsoil/compost mix with surface dressing or mulch. All beds shall be crowned to
anticipate settlement and ensure drainage without disrupting surrounding planned
drainage paths. Any areas disturbed for any reason prior to final acceptance of the
project shall be corrected by the Contractor at no additional expense to the Owner.
All landscaped areas will be irrigated with an underground automatic system.
Quantities shown on these plans are for reference only. Plant spacing is as indicated
in the Plant Material List unless otherwise noted. The Contractor has full responsibility
to provide coverage in all planting areas as specified.
All trees and shrubs shall be installed per planting details.
Trees shall be planted at least five feet (5') from any utility line or sidewalk, to the
outside of utility easements with a clear ten feet (10') around fire hydrants and twenty
feet (20') min. from all irrigation control zone meter boxes, etc. Furthermore, planting
within areas of turf shall give priority of location to irrigation. Trees, shall not be
planted within five feet (5') of a spray head or ten feet (10') of a rotor. Remaining
irrigation components shall respect the location of the illustrated landscape design.
Shrubs, regardless of type, shall not be planted within thirty inches (30") of bed
perimeters.
All plant material shall be maintained in a healthy and growing condition, and must be
replaced with similar variety and size if damaged or removed. Container grown plant
material is preferred, however ball and burlap material may be substituted as
indicated in the plant material list.
All planting beds as designated shall be bordered by Owner approved four inch (4")
steel edging w/ 316" min. thickness unless bed is bordered by concrete. Steel edging
adjacent to decomposed granite beds shall have a 14" min. thickness. Terminate
edging flush with paved surface with no sharp corners exposed.
A four inch (4") dressing of Shredded hardwood mulch over a 4.1 oz, woven
polypropylene, needle-punched fabric or equal weed barrier shall be used in all plant
beds and around all trees and within all beds with plants spaced 18" o.c. or greater.
Single trees or shrubs shall be mulched to the outside edge of the saucer or
landscape island (See planting details).
Fertilize all plants at the time of planting with 10-10-10 time release fertilizer.
All areas of decomposed granite shall be over a 4.1 oz, woven polypropylene,
needle-punched fabric or equal weed barrier of locally available material, installed to a
compacted depth of three inches (3") to be flush with the top of curb, paved surface,
and/or the top of steel edge.
LANDSCAPE PROJECT NOTES
EROSION CONTROL:
Throughout the project and the maintenance period for turfgrass, it is the Contractor's
responsibility to maintain the topsoil in place at specified grades. Topsoil and
turfgrass losses due to erosion or any disturbance from construction activity
will be replaced by the Contractor until ESTABLISHMENT and ACCEPTANCE is
achieved.
SOIL PREPARATION:
All slopes and areas disturbed by construction, except those occupied by buildings,
structures, or paving shall be graded smooth and four (4") inches of topsoil applied. If
adequate topsoil is not available onsite, the Contractor shall provide topsoil as
approved by the Owner. The area shall be dressed to typical sections and plowed to a
depth of five (5") inches. Soil shall be further prepared by the removal of debris,
weeds and stones larger than 3/4 inch in diameter. After tillage and cleaning, all areas
to receive turf shall be leveled, fine graded, and drug with a weighted spike harrow or
float drag.
GRASS SOD:
Turfgrass sod shall be 100% "Cynodon dactylon" (Common Bermuda grass). Sod
shall consist of stolons, leaf blades, rhizomes and roots with a healthy, virile system
of dense, thickly matted roots throughout the soil of the sod for a thickness not less
than three-quarters (3/4") inch. Sod shall be alive, healthy, vigorous, free of insects,
disease, stones, and undesirable foreign materials and grasses. The grass shall have
been mowed prior to sod cutting so that the height of grass shall not exceed two (2")
inches. Sod shall have been produced on growing beds of clay-loam topsoil. Sod
shall not be harvested or planted when its moisture condition is so excessively wet or
dry that its survival will be affected. All sod is to be harvested, delivered, and planted
within a thirty-six (36) hour period of time. Sod shall be protected from exposure to
wind, sun, and freezing. Should installation occur between November and March, sod
shall include an over-seed of Annual Rye for a grown-in appearance.
IRRIGATION:
In the absence of an irrigation system or areas beyond the coverage limits of a
permanent irrigation system, Contractor shall water sod temporarily to develop
adequate growth and establishment before regular maintenance begins. Turf shall be
watered until firmly established.
Water shall be furnished by the Contractor with means and methods available to
achieve acceptable turf. The water source shall be clean and free of industrial wastes
or other substances harmful to the growth of the turf.
MAINTENANCE REQUIREMENTS:
Vegetation should be inspected regularly to ensure that plant material is established
properly and remains healthy. Mowing, trimming and supervision of water applications
shall be the responsibility of the Contractor until the Owner or Owner's Representative
accepts and assumes regular maintenance.
ESTABLISHMENT AND ACCEPTANCE:
All disturbed areas recieving sod shall receive topsoil as specified and be adequately
established with turf such that any absence of water will not kill the turf, but promote a
state of turf dormancy, until the next rainfall event.
Regardless of unseasonable climatic conditions or other adverse conditions affecting
planting operations and the growth of the turf grass, it shall be the sole responsibility
of the Contractor to establish a uniform stand of grass. UNIFORM STAND OF
GRASS is defined as minimum 80% coverage per square foot (no bare areas).
Contractor to make a written request for inspection to Owner or Owner's
representative a minimum of 5 days prior to the anticipated inspection date.
SOD PROJECT NOTES
8"
3"
D D
D
SHRUBS AS SPECIFIED
NOTE:
D = DIMENSION OF PLANT SPACING
(SHRUB AND GROUNDCOVER AS
INDICATED ON DRAWINGS)
AMENDED SOIL
UNDISTURBED
SUBGRADE
4" LAYER OF MULCH
OVER WEED BLOCK
BACKFILL TO REMOVE ALL
VOIDS
BREAK THROUGH AND REMOVE ANY EXISTING
"HARDPAN" AS NECESSARY TO PROVIDE GOOD
PERCOLATION AND POSITIVE DRAINAGE
3" LAYER OF
DECOMPOSED GRANITE
OVER WEED BLOCK
PIT PLANTED
SHRUB
4" STEEL EDGE - AS SHOWN
IN LANDSCAPE PLAN
(REF. LANDSCAPE PROJECT NOTES)
SHRUB / GROUNDCOVER PLANTING & SPACING N.T.S.
IF SHRUB IS BALL AND BURLAP,
THEN REMOVE BURLAP AND ROPE
FROM TOP 1/3 OF ROOTBALL
NOTE:
1.SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE.
2.OMIT WEED BLOCK WHEN PLANT SPACING IS 18" O.C. OR LESS
SHRUB DISTANCE FROM EDGE OF BED N.T.S.
4'
MIN.
2.5'
MIN.
2.5' MIN.
SPECIFIED
BED BORDER
NOTE: SEE LANDSCAPE NOTES AND SHRUB
PLANTING AND SPACING DETAIL FOR INSTALLATION.
2'
MIN.
BACK OF CURB
SPECIFIED
BED BORDER
EDGE OF SIDEWALK
OR AS OTHERWISE
SPECIFIED ON PLAN
2.5' MIN.
OR AS OTHERWISE
SPECIFIED ON PLAN
2"x2" STAKE
(UNTREATED)
2"x2" UNTREATED CROSS MEMBER
TO A LENGTH TO SPAN OPEN PIT
REMOVE BURLAP & ROPE
FROM TOP 1/3 OF THE BALL
UNDISTURBED SUBSOIL
BACKFILL MIX
2"x2" UNTREATED STAKE TO A
DEPTH WITHIN FIRM SUBSOIL
TO HOLD TREE IN PLACE
2"x2" UNTREATED CROSS
MEMBER TO A LENGTH TO
SPAN OPEN PIT
2" MULCH CREATING A
4" DEEP SAUCER
ARBORTIE
ROOT BALL
DEPTH
6" DEPTH
HEIGHT VARIES
(SEE PLANT LIST)
1'
TREE PLANTING N.T.S.
NOTE:
1. ARBORTIE SHOULD ONLY BE USED AS A REMEDIAL MEANS TO PLUMB A TREE WHEN THE
PRIMARY BELOW GRADE STAKING CAN NO LONGER BE ADJUSTED EFFECTIVELY AND
CONDITIONS ARE WARRANTED BY THE LANDSCAPE ARCHITECT.
2. SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE.
LIMITS OF
ROOT BALL/
INNER EDGE
OF SAUCER
LIMITS OF HOLE
OUTER EDGE
OF SAUCER
PLAN VIEW
PLACE TOP OF ROOT BALL
MIN. 1" - MAX. 2" ABOVE GRADE
APPLY DOWNWARD PRESSURE TO
CROSS MEMBER AND CONNECT
TO STAKE WITH 3" WOOD SCREW
ARBORTIE
STRAP
3/4" WHITE
OR GRAY
PVC SLEEVE
24" LONG
TREE
TRUNK
ARBORTIE (PER MANUFACTURER
INSTALLATION INSTRUCTIONS)
LIMITS OF
ROOT BALL
LIMITS OF HOLE
NOTE:
SEE LANDSCAPE NOTES FOR THE TYPE OF
WEED BLOCK AND MULCH MATERIAL TO USE.
PLAN VIEW
TREE TRUNK
ROOT BALL
DEPTH
6" DEPTH
HEIGHT VARIES
(SEE PLANT LIST)
1'
ARBORTIE
WHITE
FLAGGING
1/3
(120°)
REMOVE BURLAP & ROPE
FROM TOP 1/3 OF THE BALL
UNDISTURBED SUBSOIL
BACKFILL MIX
6' STEEL TEE POST (3 @ 120°)
4" MULCH OVER WEED BLOCK
CREATING A 4 INCH DEEP SAUCER
WHITE FLAGGING (TYP.)
(3) TEE POST
TREE PLANTING ON A SLOPE N.T.S.
EXISTING GROUND
CUT BACK SLOPE
TO PROVIDE A
FLAT SURFACE
FOR PLANTING
OUTER EDGE
OF SAUCER
(*) SEE SHRUB PLANTING DETAIL FOR DIMENSIONS.
REFERENCE PLANT MATERIAL LIST FOR PLANT TYPES AND LOCATIONS.
TERMINUS OF 60°
PARKING ROW
GENERAL STEEL EDGE ALIGNMENT EXAMPLES N.T.S.
CURB (TYP.)
(*)
SHRUB (REF. DETAIL)
STEEL EDGE
TURF
CURB (TYP.)
(*)
SHRUB (REF. DETAIL)
STEEL EDGE
CURB INLET
CURB (TYP.)
(*)
SHRUB (REF. DETAIL)
STEEL EDGE
CURB INLET
CURB (TYP.)
(*)
SHRUB (REF. DETAIL)
STEEL EDGE
CURB (TYP.)
(*)
SHRUB (REF. DETAIL)
STEEL EDGE
TURFTURFTURF
TURF
ALTERNATE TERMINUS
OF 60° PARKING ROW TERMINUS OF 90° PARKING ROW
60° PARKING WITH CURB INLET ALTERNATE 60° PARKING
WITH CURB INLET
STEEL EDGE
CURB OR SIDEWALK
CUT EXPOSED EDGE AT AN
ANGLE 1/2" BELOW TOP OF
CURB OR SIDEWALK
12" STEEL EDGE
STAKE, TYP.
12" STEEL SPLICING
EDGING STAKE
(SEE NOTE #3 BELOW)
STEEL EDGE
TURF SOD
OR SEED
1-1/2" BELOW
TOP OF
STEEL
TOPSOIL 12" STEEL
EDGE STAKE
SHREDDED
BARK MULCH
SIDE VIEW
FRONT VIEW
TOP VIEW
TURF
CURB OR SIDEWALK
BEND STEEL EDGE AT
A 90° ANGLE AND
STAKE IN PLACE WITH
ANGLE CUT OF
EXPOSED CORNER
AS SHOWN BELOW
TERMINUS OPTION 'A'
TERMINUS OPTION 'B'
STEEL EDGE TERMINATION N.T.S.
1.INSTALL STEEL EDGING TO UTILIZE FULL SECTIONS UNLESS CONTROLLED OTHERWISE WITH PLAN
SHEET DIMENSIONS.
2.CUT STEEL EDGING AT AN ANGLE TO ACHIEVE A FINISHED STEEL EDGE HEIGHT OF 1/2" BELOW THE
TOP OF ADJACENT HARDSCAPE.
3.IF STAKING IS NOT AVAILABLE WITHIN 12" OF THE EDGING TERMINATION, INSTALL A SPLICING
EDGING STAKE WITHIN 6" OF THE TERMINATING EDGE AS SHOWN WITH OPTION 'B'
4.WHERE POSSIBLE, EDGE TERMINATION SHALL BE INSTALLED AS SHOWN IN TERMINUS OPTION 'A'.
NOTES:
LANDSCAPE DETAILS AND
NOTES
L1.02
134567820'-0"FINISHED FLOOR9'-0" A.F.F.B.O. ACCENT BAND/REVEAL16'-0" A.F.F.B.O. ACCENT BAND/REVEAL17'-0" A.F.F.EXTERIOR LIGHTING25'-0" A.F.F.T.O. CONC PANEL47'-6 3/4"368'-1 3/8"54'-0"55'-0"55'-0"55'-0"55'-0"46'-6 3/4"12'-6" A.F.F.B.O. CANOPY36'-9" A.F.F.T.O. STUD WALL26'-7" A.F.F.T.O. TOWER37'-0" A.F.F.T.O. PARAPET26'-4" A.F.F.T.O. CONC. TOWER34'-7 1/2T.O. CONC. PANEL 28'-0" A.F.F.T.O. PARAPET25'-3" A.F.F.T.O. PARAPET19'-8" A.F.FT.O. CONC. PILASTERABCDEF0'-0"FINISHED FLOOR25'-0" A.F.F.T.O. CONC. PANEL9'-0" A.F.F.B.O. ACCENT BAND/REVEAL16'-0" A.F.F.B.O. ACCENT BAND/REVEAL20'-0" A.F.F.EXTERIOR LIGHTING49'-11"238'-2"49'-11"49'-11"49'-11"38'-6"25'-3" A.F.F.T.O. PARAPET 28'-0" A.F.F.T.O. PARAPET19'-8" A.F.FT.O. CONC. PILASTER856342177.10'-0"FINISHED FLOOR20'-0" A.F.F.EXTERIOR LIGHTING55'-0"55'-0"46'-6 3/4"55'-0"46'-6 3/4"368'-1 3/8"55'-0"55'-0" 28'-0" A.F.F.T.O. PARAPET25'-0" A.F.F.T.O. CONC. PANEL25'-3" A.F.F.T.O. PARAPET10'-0" A.F.F. T.O. SCREEN WALL19'-8" A.F.FT.O. CONC. PILASTER1FRONT ELEVATIONSCALE: 1/16" = 1'-0"2REAR ELEVATIONSCALE: 1/16" = 1'-0"3RIGHT ELEVATIONSCALE: 1/16" = 1'-0"4LEFT ELEVATIONSCALE: 1/16" = 1'-0"ABCDEF0'-0"FINISHED FLOOR9'-0" A.F.F.B.O. ACCENT BAND/REVEAL16'-0" A.F.F.B.O. ACCENT BAND/REVEAL20'-0" A.F.F.EXTERIOR LIGHTING38'-6"199'-8"49'-11"49'-11"49'-11"49'-11" 28'-0" A.F.F.T.O. PARAPET25'-0" A.F.F.T.O. CONC. PANEL25'-3" A.F.F.T.O. PARAPETMTL2CS-TTB-1MTL3E-1TB-1TB-2MTLTB-3CS-TMLT3MTL3E-1TB-3TB-1TB-2CS-TTB-2MTL3E-1TB-3TB-1TB-2MTLMTLMTLMTL3E-1CS-TTB-2TB-2TB-3TB-1TB-2TB-3TB-1TB-2TB-3TB-1TB-2TB-3MTL3E-1TB-1TB-2TB-3CS-TP-8P-9CS-TTB-2CS-TTB-2MTL2MTL2MTL2THIN BRICK VENEER PILASTER F&DTYP. 1'-0" DEPTH - DESIGN TOMATCH BUMPOUT ELEMENTTHIN BRICK VENEERBUMPOUT ELEMENTCORNER - 4'-0" x 4'-0"THIN BRICK VENEERBUMPOUT ELEMENTCORNER - 4'-0" x 4'-0"THIN BRICK VENEER BUMPOUTELEMENT CORNER - 4'-0" x 4'-0"THIN BRICK VENEER PILASTER F&D TYP. 1'-0" DEPTHDESIGN TO MATCH BUMPOUT ELEMENTTHIN BRICK VENEER PILASTER F&D TYP. 1'-0" DEPTHDESIGN TO MATCH BUMPOUT ELEMENTTB-3CS-TTB-1TB-2TB-3TB-1TB-2TB-3CS-TMARKMATERIALMANUFACTURERCOLORFINISHNOTESP-8PAINTSHERWIN WILLIAMSSW 7044 AMAZING GRAYSATINRAL COLOR MATCH: RAL 7044, INTERIOR SIDE OF CPUP-9PAINTSHERWIN WILLIAMSSW 7048 URBANE BRONZESATINRAL COLOR MATCH: RAL 7022, INTERIOR SIDE OF CPUP-10PAINTSHERWIN WILLIAMSSW 6868 REAL REDMETAL COPING TO BE FACTORY FINISHED "REGAL RED" TO MATCH P-10 RALCOLOR MATCH: RAL 3020TB-1THIN BRICKGLEN-GERY: MODULARTHIN BRICKCASTELLANA-ON PRECAST PANELS, PILASTER AND PROJECTIONS COLOR TO MATCH P-7 (MAYNOT BE PAINTED)TB-2THIN BRICKGLEN-GERY: MODULARTHIN BRICK800 CLASSIC GRAY SMOOTH-ON PRECAST PANELS, PILASTER AND PROJECTIONS COLOR TO MATCH P-8 (MAYNOT BE PAINTED)TB-3THIN BRICKGLEN-GERY: MODULARTHIN BRICKROMERO-ON PRECAST PANELS, PILASTER AND PROJECTIONS COLOR TO MATCH P-9 (MAYNOT BE PAINTED)CS-TCMULOCAL AVAILABILITYCOLOR TO MATCH P-1THIN CAST STONELOCAL AVAILABILITY 8 X 8 X 16CMUCMULOCAL AVAILABILITYCOLOR TO MATCH P-9SPLIT FACELOCAL AVAILABILITY 8X8X16 (MAY NOT BE PAINTED) - USED AT RECYCLINGENCLOSURE.MTLMETAL COPING, CANOPY, ANDOTHERKYNARREGAL REDSHOP FABRICATED METAL COPING TO BE PREFINISHED "REGAL RED" TOMATCH P-10MTL-2METAL COPING, CANOPY, ANDOTHERKYNARAMAZING GRAYSHOP FABRICATED METAL COPING TO BE PREFINISHED "AMAZING GRAY" TOMATCH P-8MTL-3METAL COPING, CANOPY, ANDOTHERKYNARMEDIUM BRONZESHOP FABRICATED METAL COPING TO BE PREFINISHED "MEDIUM BRONZE" TOMATCH P-9E-1E.I.F.S.DRYVITCOLOR TO MATCH P-9LYMESTONEDRYVIT OUTSULATION PLUS MD SYSTEMPAINT COLOR SCHEDULERTU BEYOND, TYP.RTU BEYOND, TYP.THIN BRICK SCREENWALL BEYOND8' WIDE PRECASTCONCRETE PANELS, TYP.RIGHT ENTRANCE TOWER WITHPRECAST PANELSLEFT ENTRANCE TOWERWITH PRECAST PANELSMETAL CANOPYAT MAIN ENTRYMETAL CANOPYAT CPURECESSED CPUBAYTHIN BRICK VENEER SCREEN WALL8' WIDE PRECASTCONCRETE PANELS, TYP.RTU BEYOND, TYP.METAL COPING, TYP.METAL COPING, TYP.METAL COPING, TYP.TRUCK WELL BEYOND8' WIDE PRECAST CONCRETEPANELS, TYP.8' WIDE PRECAST CONCRETEPANELS, TYP.PRECAST CONCRETE PANEL8-1/2" DEPTHRTU BEYOND, TYP.DOOR SHOWN BEHIND SCREEN WALL - SEE PLANMETAL COPING, TYP.THIN BRICKVENEER BUMPOUTELEMENTTYP. 3'-5" x 4'-0"THIN BRICK VENEER BUMPOUTELEMENTTYP. 3'-5" x 4'-0"PROPANESTORAGE7TYPICAL PRECAST PANELSCALE: 1/4" = 1'-0"0'-0"FINISHED FLOOR16'-0" A.F.F.B.O. BRICK TRANSITION9'-0" A.F.F.B.O. BRICK TRANSITION25'-0" A.F.F.T.O. CONC. PANELS U.N.O.5TYPICAL 4'-0" BUMPOUTSCALE: 1/4" = 1'-0"0'-0"FINISHED FLOOR28'-0" A.F.F.T.O. PARAPET1'-8"16'-0"3'-5"13'-2"3'-5"28'-0 3/4"1'-4 1/2"8"1'-4 1/2"5"TB-1TB-2TB-3MTL3E-1CS-TMTLTB-1TB-3TB-26TYP. 3'5" PILASTERSCALE: 1/4" = 1'-0"3'-5"1'-4 1/2"8"1'-4 1/2"19'-8"MTL2CS-TTB-219'-8" A.F.F.T.O. PILASTER8'-0"0'-0"FINISHED FLOOR10'-4 3/4"FACADE CALCULATIONS8FRONT ELEV. - MATERIAL STUDYSCALE: 1/16" = 1'-0"ELEVATION OVERALLLENGTH (372'-9 3/8")TYPEREQUIREDPROVIDED / MET TOTALTB-1 GLEN GERYMODULAR THIN BRICK -CASTELLANAMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE83% OR 7,864 SFTB-2 GLEN GERYMODULAR THIN BRICK -800 CLASSIC GRAYSMOOTHMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLETB-3 GLEN GERYMODULAR THIN BRICK -ROMEROMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLECAST STONE MASONRY;MASONRY VENEERMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE17% OR 1,621 SFTOTAL MASONRY USE: 100% OR 9,485 SF"REGAL RED" ASPROVIDED (RAL 3020)CANOPIES/AWNINGSTOTAL: 1.5% OR 149 SFMETAL COPINGTOTAL: 1.2% OR 123 SFF&D SIGNAGETOTAL: 2.4% OR 230 SFTOTAL: 5% OR 502 SFFACADE CALCULATIONS6RIGHT ELEV. - MATERIAL STUDYSCALE: 1/16" = 1'-0"TYPEREQUIREDPROVIDED / MET TOTALTB-1 GLEN GERYMODULAR THIN BRICK -CASTELLANAMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE99% OF 5,825 SFTB-2 GLEN GERYMODULAR THIN BRICK -800 CLASSIC GRAYSMOOTHMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLETB-3 GLEN GERYMODULAR THIN BRICK -ROMEROMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLECAST STONE MASONRY;MASONRY VENEERMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE1% OR 82 SFTOTAL MASONRY USE: 100% OR 5,907 SF"REGAL RED" ASPROVIDED (RAL 3020)CANOPIES/AWNINGSN/AMETAL COPINGTOTAL: 2% OR 139 SFF&D SIGNAGEN/ATOTAL: 2% OR 139 SFFACADE CALCULATIONS7REAR ELEV. - MATERIAL STUDYSCALE: 1/16" = 1'-0"TYPEREQUIREDPROVIDED / MET TOTALTB-1 GLEN GERYMODULAR THIN BRICK -CASTELLANAMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE99% OR 9,073 SFTB-2 GLEN GERYMODULAR THIN BRICK -800 CLASSIC GRAYSMOOTHMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLETB-3 GLEN GERYMODULAR THIN BRICK -ROMEROMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLECAST STONE MASONRY;MASONRY VENEERMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE1% OR 105 SFTOTAL MASONRY USE: 100% OR 9,178 SF"REGAL RED" ASPROVIDED (RAL 3020)CANOPIES/AWNINGSN/AMETAL COPINGTOTAL: 2% OR 199 SFF&D SIGNAGEN/ATOTAL: 2% OR 199 SFFACADE CALCULATIONS5LEFT ELEV. - MATERIAL STUDYSCALE: 1/16" = 1'-0"TYPEREQUIREDPROVIDED / MET TOTALTB-1 GLEN GERYMODULAR THIN BRICK -CASTELLANAMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE98% OR 5,099 SFTB-2 GLEN GERYMODULAR THIN BRICK -800 CLASSIC GRAYSMOOTHMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLETB-3 GLEN GERYMODULAR THIN BRICK -ROMEROMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLECAST STONE MASONRY;MASONRY VENEERMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE2% OR 102 SFTOTAL MASONRY USE: 100% OR 5,201 SF"REGAL RED" ASPROVIDED (RAL 3020)CANOPIES/AWNINGSN/AMETAL COPING2% OR 138 SFF&D SIGNAGE3% OR 145 SFTOTAL: 5% OR 283 SFELEVATION OVERALLLENGTH (373'-1 3/8")ELEVATION OVERALLLENGTH (242'-2")ELEVATION OVERALLLENGTH (207'-8")8PROPANE STORAGE (RIGHT ELEVATION)SCALE: 1/4" = 1'-0"9RECYCLING ENCLOSURE (RIGHT ELEVATION)SCALE: 1/4" = 1'-0"10'-8"8'-0" TYP.10'-8"12'-5"12'-5"REARFRONTSOUTH SIDENORTH SIDEFRONTSOUTH SIDENORTH SIDETHIN BRICK FINISH, TYP.THIN BRICK FINISH, TYP.THIN BRICK FINISH, TYP.CMU SCREEN WALLWITH OPAQUE GATETHIN BRICKFINISH, TYP.CMU SCREEN WALLWITH OPAQUE GATETHIN BRICKFINISH, TYP.5'-0"8'-0" TYP.8'-0"5'-0"EXTERIOR ELEVATIONSA201TMHJH; RRDRAWN:CHECKED:SHEETSEALISSUEGROSS BLDG AREA:JOB NUMBER: ISSUE DATE:STORE NUMBER:PROTOTYPE: 2500 WINDY RIDGEPARKWAY, SE ATLANTA, GA 30339CODE CONSULTANTS, INC.ST. LOUIS, MISSOURI 63146-42352043 WOODLAND PKWY, SUITE 300314-991-2633TMCONSULTING STRUCTURAL ENGINEERSScottsdale, Arizona 85251Phone: (602) 265-4331 Fax: (480) 663-1788A.V. SCHWAN & ASSOCIATES6000 E. Thomas Road, Suite 1Website: www.AVSchwan.comSBLM Architects33 Walt Whitman Road, Suite 300AHuntington Station, NY 11746Telephone 631 683 5588Fax 631 683 559102303675,120 SFT.B.D.T.B.D.2023 Q12185 E Southlake Blvd,Dallas [Southlake], TX 76092Dallas [Southlake], TX
STORE #TBD HALFF ASSOCIATES, INC.711 N. CARANCAHUA ST., SUITE 1190CORPUS CHRISTI, TX 78401TELEPHONE: 361-400-0981Eric SeversonQuestions For dlb Call:Phone:dlb associatesCONSULTING ENGINEERS, P.C.(732) 774-20003600 Rt 66, Suite 150 #5981,Neptune, N.J. 07753CITY CASE NO. ZA23-0042ZONING SUBMISSION08/21/23
16910 Dallas Parkway, Ste 216, Dallas, TX 75248
F&D Dallas-Southlake TX
2185 East Southlake Blvd.
Dallas{Southlake}, Tx 76092
3D Views
July 28, 2023T: 469 544 7770 Web: www.sblm.com
Floor & Decor
2500 Windy Ridge Parkway, SE
Atlanta, GA, 30339
SITE ORTHOGRAPHIC - FRONT
CITY CASE NO. ZA23-0042
August, 21 2023
16910 Dallas Parkway, Ste 216, Dallas, TX 75248
F&D Dallas-Southlake TX
2185 East Southlake Blvd.
Dallas{Southlake}, Tx 76092
3D Views
July 28, 2023T: 469 544 7770 Web: www.sblm.com
Floor & Decor
2500 Windy Ridge Parkway, SE
Atlanta, GA, 30339
SOUTH FACE - FRONT
CITY CASE NO. ZA23-0042
August, 21 2023
16910 Dallas Parkway, Ste 216, Dallas, TX 75248
F&D Dallas-Southlake TX
2185 East Southlake Blvd.
Dallas{Southlake}, Tx 76092
3D Views
July 28, 2023T: 469 544 7770 Web: www.sblm.com
Floor & Decor
2500 Windy Ridge Parkway, SE
Atlanta, GA, 30339
SOUTH WEST CORNER - FRONT
CITY CASE NO. ZA23-0042
August, 21 2023
16910 Dallas Parkway, Ste 216, Dallas, TX 75248
F&D Dallas-Southlake TX
2185 East Southlake Blvd.
Dallas{Southlake}, Tx 76092
3D Views
July 28, 2023T: 469 544 7770 Web: www.sblm.com
Floor & Decor
2500 Windy Ridge Parkway, SE
Atlanta, GA, 30339
SOUTH EAST CORNER - FRONT
CITY CASE NO. ZA23-0042
August, 21 2023
16910 Dallas Parkway, Ste 216, Dallas, TX 75248
F&D Dallas-Southlake TX
2185 East Southlake Blvd.
Dallas{Southlake}, Tx 76092
3D Views
July 28, 2023T: 469 544 7770 Web: www.sblm.com
Floor & Decor
2500 Windy Ridge Parkway, SE
Atlanta, GA, 30339
SOUTH EAST CORNER - RIGHT
CITY CASE NO. ZA23-0042
August, 21 2023
16910 Dallas Parkway, Ste 216, Dallas, TX 75248
F&D Dallas-Southlake TX
2185 East Southlake Blvd.
Dallas{Southlake}, Tx 76092
3D Views
July 28, 2023T: 469 544 7770 Web: www.sblm.com
Floor & Decor
2500 Windy Ridge Parkway, SE
Atlanta, GA, 30339
NORTH EAST CORNER - REAR
CITY CASE NO. ZA23-0042
August, 21 2023
16910 Dallas Parkway, Ste 216, Dallas, TX 75248
F&D Dallas-Southlake TX
2185 East Southlake Blvd.
Dallas{Southlake}, Tx 76092
3D Views
July 28, 2023T: 469 544 7770 Web: www.sblm.com
Floor & Decor
2500 Windy Ridge Parkway, SE
Atlanta, GA, 30339
NORTH WEST CORNER - REAR
CITY CASE NO. ZA23-0042
August, 21 2023
16910 Dallas Parkway, Ste 216, Dallas, TX 75248
F&D Dallas-Southlake TX
2185 East Southlake Blvd.
Dallas{Southlake}, Tx 76092
3D Views
July 28, 2023T: 469 544 7770 Web: www.sblm.com
Floor & Decor
2500 Windy Ridge Parkway, SE
Atlanta, GA, 30339
SITE ORTHOGRAPHIC - REAR
BCD643251AEF55'-0"41'-1"49'-11"49'-11"49'-11"49'-11"39'-6"46'-6 3/4"GASTBD2" WATERFIRE321'-6 3/4"NORTH1SHELL PLANSCALE: 1/16" = 1'-0"9'-0" W
x 9'-0" H
3'-6"6'-2 1/2"
3'-4"
3'-6" W x
3'-6" H
@ 4'-0" AFF
9'-0" W
x 9'-0" H
CO/NO2CONTROLLERASSUMED STOCKROOMGATE LOCATION, STOREPLANNING TO CONFIRMCENTER ROOFRIDGETOTAL BUILDINGAREA:75,078 SFLOAD DOCKRAMP DN.CPU CANOPYBTM. OF CANOPY@ 10'-6" AFFHIGHWAYGUARDRAILENTRANCE CANOPYBTM. OF CANOPY @ 12'-6" AFFZERO CURBLOADING ZONEHOSE BIB ANDDISPLAY BUILD AREA7628627628629 628 626627628
623 6246256626627625 7.18199'-8"55'-0"55'-0"55'-0"46'-6 3/4"238'-2"
38'-10"105'-3 1/4"8"32'-0" W x 14'-0" H8'-6 1/2"7'-11 1/2"104A104101A102A102C102D103A103B103C103D103ECPU W/ ICE MAKER129'-11 1/4"4'-3 1/2"CASH113149 SFTRAININGROOM110285 SFSTORAGE11763 SFASSISTANTMANAGER1161717 SFCORRIDOR 2111243 SFSIGNROOM11462 SFCEM112111 SFMEN'S105221 SFWOMEN'S106221 SFJANITOR107109 SFDATAROOM11572 SFCORRIDOR 110860 SF100'-8 3/8"29'-4 1/4"48'-6 3/4"27-9"
77'-4"
3'-4 1/2" W
x 7'-2 1/4" H3'-4 1/2" W x 7'-2 1/4" H3'-4 1/2" W x 7'-2 1/4" H4" SANITARY14'-0"52'-9"ZERO CURB120'-0"3'-4 1/2" W x 7'-2 1/4" H10'-0" HIGHMASONRYSCREEN WALL4" SANITARY5'-5 3/4"4'-0" TOWERBUMPOUTELEMENT4'-0" TOWERBUMPOUTELEMENT35'-9 1/2"30'-0"28'-9 1/4"30'-0"37'-6"55'-0"102E3'-4 1/2" W x 7'-2 1/4" H95'-6"123'-3 3/8"LOUNGE118184 SFBREAKROOM109431 SF16'-0 1/2" W x 8'-0 1/2" HIDF CABINET ABOVEMTD. ON WALL @12'-0" AFFRECESSED ELECTRICPANELCOLUMN TYP.7'-0"103F77'-5 1/4"77'-7 1/2"MASONRYSCREENING WALL19'-2 1/2"116'-7 1/4"102B102A3'-4 1/2" W x 7'-2 1/4" H34'-1 1/2"20'-0"35'-9 1/2"38'-1"30'-0"35'-9 1/2"ELECTRICALTRANSFORMERLOCATIONTBD30'-0"63'-10"20'-0"63'-10"RECYCLINGDUMPSTERENCLOSURETBD368'-1 3/8"PROPANESTORAGETHIN BRICKVENEER BUMPOUTELEMENTTYP. 3'-5" x 4'-0"2'-8 1/2"3'-4 1/2"30'-0"35'-9 1/2"35'-9 1/2"THIN BRICK VENEERPILASTER F&D TYP.1'-0" DEPTHDESIGN TO MATCHBUMPOUT ELEMENT35'-9 1/2"32'-2 1/4"35'-9 1/2"35'-9 1/2"35'-9 1/2"17'-1 3/8"3'-5"THIN BRICK VENEERBUMPOUT ELEMENTCORNER - 4'-0" x 4'-0"39'-2 1/2"39'-2 1/2"39'-2 1/2"37'-6"37'-6"CPU104579 SF3'-4 1/2" W
x 7'-2 1/4" H
3'-4 1/2" W x 7'-2 1/4" H 3'-4 1/2" W x 7'-2 1/4" H
STOCKROOM10312,957 SFSALES10258,004 SFCPU BAY104A624 SFDESIGNCENTER119MASONRYSCREENING WALLBASE PLAN CHECKLISTNUMBERITEMCOMMENTSTORE PLANNING CHECKLIST
1STOREFRONT ELEVATION2SHELL BASE PLAN3OFFICE PACKAGE / PUBLIC RESTROOMS LOCATED (NOTE IF ITCAN'T BE MOVED) SHOW ROOM NAMES IN OFFICE PACKAGEWITH SQUARE FOOTAGE4SHOW CUSTOMER LOAD AREA WITH CANOPY (NOTE IF IT CAN'TBE MOVED). ALSO SHOW DOUBLE SLIDE DOORS FOR CUSTOMERENTRANCE TO CUSTOMER PICK UP (WITH 93" EGRESS WIDTH).CUSTOMER LOAD-OUT DOOR OPENING SHOULD BE 12'X10'(UNLESS OTHERWISE REQUESTED)5LOADING DOCKS LOCATED6SHOW COMPACTOR LOCATION. VERIFY LOCATION OF 3'-6" X 3'-6"COMPACTOR DOOR WITH DIMENSIONS7SHOW ALL ELECTRICAL - PANELS, TRANSFORMERS, ETC. INSIDEAND OUTSIDE. SHOW STRIPING. (NOTE IF IT CAN'T BE MOVED)8IDF CABINET (NOTE IF IT CAN'T BE MOVED)9PROPANE STORAGE LOCATED10INDICATE CEILING HEIGHT - FROM FLOOR TO LOWEST POINT ATSALES AND STOCKROOM(i.e. SPRINKLER MAINS, ELECTRICALCOMPONENTS, BAR JOISTS, HVAC, ETC.)11TOTAL SQUARE FOOTAGE NOTED12VESTIBULE POSITION (NOTE IF IT CAN'T BE MOVED)13VERIFY ALL EXTERIOR PENETRATIONS AND EGRESS DOORS WITHDIMENSIONS (NOTE IF ANY CAN,T BE MOVED)14COUNTERTOP STORAGE - IS IT ALLOWED OUTSIDE, IF SO SHOW ITON BASE PLAN15CART STORAGE - CAN SHOPPING CARTS BE STORED OUTSIDE?16SEISMIC RACKING REQUIRED?NO17REC APPROVED18GO DATE1990% CHECK SET DATE20PRELIMINARY DRAWING DUE DATE21OTHER (I.E. FLOOR LOAD ISSUES, STRUCTURAL BRACING, ETC.) IFSO, NOTE ON PLAN.ARCHITECT CHECKLIST
22INDICATE TRUE NORTH ON BASE PLAN23JUSTIFY LOWER LEFT INTERIOR CORNER OF BUILDING TO 0,0.ENTRANCE NEEDS TO FACE BOTTOM OF PAGE (ROTATE IF NOT).24SHOW ALL PLUMBING - RISERS, PUMP ROOMS, FIRE MAIN, ALARMPANELS (SHOW STRIPING), CLEANOUTS, SANITARY SEWERS ANDROOF DRAINS, PIPING25SHOW ACTUAL SIZE AND SHAPE OF ALL COLUMNS ON BASE PLAN.INCLUDE COLUMN GRID LINES AND COLUMN GRID INDICATORSWITH DIMENSION STRINGS26SHOW ALL PLUMBING, MILLWORK, AND ACCESSORIES IN THEOFFICE PACKAGE27IF APPLICABLE, INDICATE ZERO CURB ADJACENT TO MAINENTRANCE AND CUSTOMER/PRO ENTRANCE (ADVISE IF/WHENRAMP IS NEEDED).28SHOW 7X3 DOOR ADJACENT TO DOCK DOORS FOR TRUCKDRIVERS.29INDICATE ROOF ACCESS LOCATION (NEW OR EXISTING)30INCLUDE CORRECT CITY, STATE CODE IN BOTH EGRESS AND SALESEGRESS CALCULATIONS√√√√√√√√√√√√√√√√DALLAS [SOUTHLAKE], TEXAS ADOPTED CODES2021 International Building Code2021 International Mechanical Code2021 International Electrical Code2021 International Energy Conservation Code2021 International Fuel Gas Code2021 International Fire Code2021 International Plumbing Code*With AHJ Admendments.2021 Building Codes adopted as of May 1, 2022√√√NOTE:CEILING HEIGHT TO BE DESIGNEDTO PROTOTYPICAL MINIMUMNOTE:SEISMIC DESIGN CATEGORY "A"RISK CATEGORY II√NOTE:CONSTRUCTION TYPE IIB WITHAUTOMATIC SPRINKLER SYSTEMNOTE:IECC CLIMATE ZONE 2ADRAWN:CHECKED:SHEETSEALISSUEGROSS BLDG AREA:JOB NUMBER: ISSUE DATE:STORE NUMBER:PROTOTYPE: 2500 WINDY RIDGEPARKWAY, SE ATLANTA, GA 30339CODE CONSULTANTS, INC.ST. LOUIS, MISSOURI 63146-42352043 WOODLAND PKWY, SUITE 300314-991-2633TMCONSULTING STRUCTURAL ENGINEERSScottsdale, Arizona 85251Phone: (602) 265-4331 Fax: (480) 663-1788A.V. SCHWAN & ASSOCIATES6000 E. Thomas Road, Suite 1Website: www.AVSchwan.comSBLM Architects33 Walt Whitman Road, Suite 300AHuntington Station, NY 11746Telephone 631 683 5588Fax 631 683 559102303675,120 SFT.B.D.T.B.D.2023 Q12185 E Southlake Blvd,Dallas [Southlake], TX 76092Dallas [Southlake], TX
STORE #TBD HALFF ASSOCIATES, INC.711 N. CARANCAHUA ST., SUITE 1190CORPUS CHRISTI, TX 78401TELEPHONE: 361-400-0981Eric SeversonQuestions For dlb Call:Phone:dlb associatesCONSULTING ENGINEERS, P.C.(732) 774-20003600 Rt 66, Suite 150 #5981,Neptune, N.J. 07753SHELL PLANSHELLTMHRR; JHZONING SUBMISSION08/21/23CITY CASE NO. ZA23-0042
00000000 00000000 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000011111 11111111 11111111 11111111 111111111 11111111 11111111 1111111111111111111111111111111111222223333333333333322221111111111345445676666876667765544321111111111124786781012109910121099911109877632211221111111136911912141213131415131313151512121113151186422222222111111369137131493432223432211111125814754223454322111112688543345754322111125811444345787532211112578106233346810864321111245691173333468975422111123457866533467543221111113471096533356433221111124714564333454332211111257121433334443322111112571055433344433221113688965333454332211136887653345653322111258956433568643221112571276534689864321112581486534681086432111257114543457875322111258912223457543221113688122233454322211126881222334443222111257101222334433222111258131222334443222111258143332334543222111358116653335653322111369109653346864322111137109775446898643211124691077644689864321113568129653457865322111467813554334565332211157771022222345432211111798871122223332211111279881013141064459141275459141395432223222111111687810121310876810121198789121298543333332211114667777777777777777777775445665432211134454444454444445554444444568875321112222222222222222222222222234554321111111111111111111111111111111000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000001616W @ 12'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'S2HS @ 35'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'W @ 17'W @ 17'W @ 17'W @ 17'S4-2 @ 35'S4-2 @ 35'S4-2 @ 35'S2HS @ 35'W @ 17'W @ 17'Plan ViewScale - 1" = 30ftFloor & DecorSouthlake TX (Dallas)Site Lighting PhotometricDesignerSCDate07/28/2023ScaleNot to ScaleDrawing No.REV1Summary1 of 1Luminaire LocationsNo. Label X Y ZLocationMH Orientation Tilt X YAimZ1 S2HS 2384.77 -451.25 35.00 35.00 0.00 0.00 2384.77 -450.000.002 S2HS 2444.19 -94.79 35.00 35.00 270.00 0.00 2442.94 -94.790.001 S4-2 2066.26 -92.86 35.00 35.00 0.00 0.00S4-2-1 2066.26 -90.03 35.00 35.00 0.00 0.00 2066.26 -91.45 0.00S4-2-2 2066.26 -95.69 35.00 35.00 180.00 0.00 2066.26 -94.28 0.002 S4-2 2194.41 -92.86 35.00 35.00 0.00 0.00S4-2-1 2194.41 -90.03 35.00 35.00 0.00 0.00 2194.41 -91.45 0.00S4-2-2 2194.41 -95.69 35.00 35.00 180.00 0.00 2194.41 -94.28 0.003 S4-2 2326.50 -92.29 35.00 35.00 0.00 0.00S4-2-1 2326.50 -89.46 35.00 35.00 0.00 0.00 2326.50 -90.88 0.00S4-2-2 2326.50 -95.12 35.00 35.00 180.00 0.00 2326.50 -93.71 0.001 W 2059.67 -406.04 12.00 12.00 90.00 0.00 2059.67 -406.04 0.002 W 2035.93 -179.87 17.00 17.00 0.00 0.00 2035.93 -179.87 0.003 W 2100.39 -179.97 17.00 17.00 0.00 0.00 2100.39 -179.97 0.004 W 2152.69 -179.81 17.00 17.00 0.00 0.00 2152.69 -179.81 0.006 W 2339.61 -179.10 17.00 17.00 0.00 0.00 2339.61 -179.10 0.001 W2 2116.98 -382.25 20.00 20.00 180.00 0.00 2116.98 -382.250.002 W2 2197.07 -382.05 20.00 20.00 180.00 0.00 2197.07 -382.050.003 W2 2277.01 -381.66 20.00 20.00 180.00 0.00 2277.01 -381.660.004 W2 2350.37 -381.45 20.00 20.00 180.00 0.00 2350.37 -381.450.005 W2 2390.75 -368.38 20.00 20.00 90.00 0.00 2390.75 -368.38 0.006 W2 2390.26 -279.79 20.00 20.00 90.00 0.00 2390.26 -279.79 0.007 W2 2389.74 -194.18 20.00 20.00 90.00 0.00 2389.74 -194.18 0.008 W2 2038.63 -422.21 20.00 20.00 180.00 0.00 2038.63 -422.210.009 W2 2016.23 -397.08 20.00 20.00 270.00 0.00 2016.23 -397.080.0010 W2 2015.78 -336.99 20.00 20.00 270.00 0.00 2015.78 -336.99 0.0011 W2 2015.21 -276.71 20.00 20.00 270.00 0.00 2015.21 -276.71 0.0012 W2 2014.85 -212.27 20.00 20.00 270.00 0.00 2014.85 -212.27 0.008 W 2193.50 -179.63 17.00 17.00 0.00 0.00 2193.50 -179.63 0.009 W 2304.11 -179.41 17.00 17.00 0.00 0.00 2304.11 -179.41 0.00StatisticsDescription Symbol Avg Max Min Max/Min Avg/MinProperty Boundaries (within) 3 fc 16 fc 0 fc N/A N/AProperty Line 0 fc 1 fc 0 fc N/A N/AExisting Lighting Survey Notes1. Readings are shown in units of maintained footcandles.2. Total Light Loss Factor (LLF) = Estimated to accurately reflect measured light level calculations3. Test Plane = 0' AFF4. Fixture Mounting Height = 35' AG for all pole-mounted area lights, 17' AG for W wall packs, 20' AG for W2 wall packs.5. Building Height = 30' AFF6. Building Reflectance Value = 10/10/107. Fixture Spacing = See Fixture Locations Schedule8. This photometric layout was calculated using specific criteria. Any deviation from stated parameters will affect actual performance.9. These lighting calculations are not a substitute for independent engineering analysis of lighting system suitability and safety.ScheduleSymbol Label Image Quantity Manufacturer Catalog Number DescriptionLumensPer LampLight LossFactorWattageS2HS2 Lithonia Lighting RSX2 LED P6 40K R2 HS RSX LED Area Luminaire Size 2 P6 LumenPackage 4000K CCT Type R2 Distributionwith HS shield22965 0.92 246.63S4-23 Lithonia Lighting RSX3 LED P4 40K R4 RSX Area Fixture Size 3 P4 Lumen Package4000K CCT Type R4 Distribution40976 0.92 623.84W7 Lithonia Lighting KAXW LED P3 40K R4MVOLTWall Pack (used in front of building) 9707 0.92 79W212 Lithonia Lighting RSX3 LED P4 40K R3 Wall Mounted Area Light (used alongrear/sides of building)40446 0.92 311.9208/21/2023