PZ Item 10 - PlansA0.00
COVER SHEET
Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
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Checked By
Drawn By MLP & CRA
GAW
Sheet Title
Issued:
Revisions
DateNo. Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092
VICINITY MAP
GENERAL NOTES:
1. DO NOT SCALE THESE DRAWINGS FOR BIDDING OR CONSTRUCTION PURPOSES.
2. VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD. NOTIFY ARCHITECT OF
DISCREPANCIES. DO NOT PROCEED UNTIL CLARIFICATION IS PROVIDED.
3. VERIFY SIZE, LOCATIONS AND CHARACTERISTICS OF EQUIPMENT TO BE FURNISHED
WITH MANUFACTURER AND SUPPLIERS BEFORE BEGINNING CONSTRUCTION.
4. VERIFY SIZE AND LOCATION OF OPENINGS FOR EQUIPMENT AND RELATED WORK.
5. PLAN DIMENSIONS ARE TO FACE OF GWB FINISH/PARTITION AND CENTERLINE OF
COLUMNS, UNLESS OTHERWISE NOTED.
6. CLOSE AND WEATHERPROOF EXISTING AREAS EXPOSED TO THE WEATHER DURING
CONSTRUCTION PRIOR TO LEAVING THE SITE EACH DAY.
7. PROVIDE FRT BLOCKING AT WALL HUNG ITEMS. INTERIOR FINISHES TO BE CLASS B (IBC
2009).
8. CONTROL SURFACES TO BE MOUNTED IN ACCORDANCE WITH THE 2012 TEXAS
ACCESSIBILITY STANDARDS (TAS), THE 2010 STANDARDS FOR ACCESSIBLE DESIGN, &
AMERICANS WITH DISABILITIES ACT (ADA)
9. TOILET FIXTURES AND ACCESSORIES TO BE ACCESSIBLE IN ACCORDANCE WITH THE
2012 TEXAS ACCESSIBILITY STANDARDS (TAS), THE 2010 STANDARDS FOR ACCESSIBLE
DESIGN, & AMERICANS WITH DISABILITIES ACT (ADA)
GENERAL DRAWING SYMBOLS:
WALL TYPE
DOOR TYPE
ELEVATION
WALL SECTION
SECTION DETAIL
XX
XXX
XX/XXX
XX/XXX
XX/XXX
CODE COMPLIANCE NOTES:
ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND
LOCAL RESTRICTION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER
FEES AND PERMITS SHALL BE SECURED AND PAID FOR BY THE GENERAL
CONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY, COUNTY, AND/OR STATE
LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR
DIRECTLY RESPONSIBLE.
CODE APPROVED PLANS SHALL BE KEPT IN AND PLANS BOX AND SHALL NOT BE USED
BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION.
THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION ONE COMPLETE
RECORD SET OF PLANS AND SPECIFICATIONS ON THE PREMISES AT ALL TIMES.THEY
ARE TO BE KEPT UNDER THE CARE OF THE SUPERINTENDENT.
ALL DEMO WORK TO BE PERFORMED BY CONTRACTOR IN ACCORDANCE WITH STATE
AND LOCAL REGULATIONS. SECURE REQUIRED DEMO PERMITS. ARRANGE WITH
OWNER AND APPROPRIATE AUTHORITY FOR SERVICE SHUT OFFS BEFORE BEGINNING
THE DEMO PROCESS.
WHEN LOCAL ACCESSIBILITY CODE AND FEDERAL ACCESSIBILITY CODE CONTRADICT,
THEN THE MORE STRINGENT CODE SHALL APPLY.
ALL CONSTRUCTION AND DEMOLITION SHALL COMPLY WITH THE APPLICABLE
BUILDING CODES, LOCAL AMENDMENTS & STATE AND LOCAL REGULATIONS.
ALL SYSTEMS TO BE INSTALLED PER APPLICABLE CODE LISTED ABOVE.
CONTRACTOR AND ALL SUB CONTRACTORS TO SECURE REQUIRED CONSTRUCTION
AND DEMOLITION PERMITS PRIOR TO COMMENCING WORK.
CONTRACTOR AND ALL SUB CONTRACTORS TO COMPLY WITH THE CONTRACTOR
REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES
SCOPE OF WORK:
THIS IS A PRE-SUBMITTAL PACKAGE FOR THE UNDEVELOPED LOT 6 AT 220PLAYERS CIRCLE
THE SCOPE OF WORK WILL INCLUDE THE CONSTRUCTION OF A 10,669 SQUARE FOOT
BUILDING AND ASSOCIATED SITE IMPROVEMENTS.
LEGAL DESCRIPTION:
LEGAL JURISDICTION: CITY OF SOUTHLAKE, TEXAS
BUILDING ADDRESS: 220 PLAYERS CIRCLE (LOT 6)
SOUTHLAKE, TEXAS 76092
TENANT CONTACT:
BARGER EQUITY GROUP
MR. JOSHUA BARGER
440 NORTH KIMBALL AVENUE
SOUTHLAKE, TX 76092
OFFICE PHONE: 214-549-2713
EMAIL: ALLIE.PAYNE@CONESTOGAENERGY.COM
DESIGN PROFESSIONAL:
WARD ARCHITECTURE, PLLC.
ARCHITECT: GERALD A. WARD
5004 THOMPSON TERRACE, SUITE 107
COLLEYVILLE, TEXAS 76034
PHONE: 817-281-5600
EMAIL: WARDARCHITECTURE@SBCGLOBAL.NET
LOCATION MAP
220 PLAYERS CIRCLE
SITE PLAN PRE-SUBMITTAL
220 PLAYERS CIRCLE (LOT 6)
SOUTHLAKE, TEXAS 76092
SHEET INDEX
GENERAL
A0.00 COVER SHEET
CIVIL
PR
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2
7
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2
0
2
0
A0.06 DUMPSTER SINGLE
A0.07 DUMPSTER DETAILS
C-3.1 GRADING PLAN
C-3.0 DA MAP
BUILDING CODE INFORMATION:
BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE (IBC)
OTHER CODES: 2018 INTERNATIONAL MECHANICAL CODE (IMC)
2018 INTERNATIONAL PLUMBING CODE (IPC)
2018 INTERNATIONAL FIRE CODE (IFC)
2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
2014 NATIONAL ELECTRICAL CODE (NEC)
ACCESSIBILITY CODE INFORMATION:
2012 TEXAS ACCESSIBILITY STANDARDS
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
2009 ICC/ ANSI A117.1
CURRENT ZONING: C3
PROPOSED ZONING: C3
OCCUPANCY: B BUSINESS
TOTAL OCCUPANCY LOAD: 102
CONSTRUCTION TYPE: V
SPRINKLERED: YES
PROJECT SQUARE FOOTAGE: 10,669 SQ FT BUILDING ON 1 ACRE LOT
NOTES:
WHEN LOCAL ACCESSIBILITY CODE AND FEDERAL ACCESSIBILITY CODE CONTRADICT,
THEN THE MORE STRINGENT CODE SHALL APPLY.
CONTRACTOR AND ALL SUB CONTRACTORS TO SECURE REQUIRED CONSTRUCTION AND
DEMOLITION PERMITS PRIOR TO COMMENCING WORK.
CONTRACTOR AND ALL SUB CONTRACTORS TO COMPLY WITH THE CONTRACTOR
REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES
ALL CONSTRUCTION AND DEMOLITION SHALL COMPLY WITH THE APPLICABLE BUILDING
CODES, LOCAL AMENDMENTS & STATE AND LOCAL REGULATIONS.
ALL SYSTEMS TO BE INSTALLED PER APPLICABLE CODE LISTED ABOVE.
REVISION NOTES:
1. ...
STREET VIEW
SURVEYS
ARTHUR SURVEYING CO. - BOUNDARY SURVEY
SPRY SURVEYORS - TOPOGRAPHIC SURVEY
C-4.1 UTILITY PLAN
ARCHITECTURAL
A2.01 FLOOR PLAN
A1.00 ARCHITECTURAL SITE PLAN
A3.01 EXTERIOR ELEVATIONS
LANDSCAPE
L-2 LANDSCAPE PLAN
L-1 PRESERVATION PLAN
L-4 PLANTING SPECIFICATIONS
MEP
PHOTOMETRIC PLAN
A2.02 ROOF PLAN
CO
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02
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1
7
.
2
0
2
0
6"
MI
N
.
LEAF TO ACT AS STOP
EXTEND PLATE ACROSS OPP.
EXTEND 1/2" ABOVE SLAB
BOLT- STANLEY #CD1009
STEEL BACKUP PLATE-
18" LONG X 1/2" DIA CANE
1" I.D. PIPE SET INTO SLAB-
CONCRETE SLAB
MOUNTING BRACKET
PLATE
11 GA. STEEL
3/4" DIA.
STL. ROD
1 5
16"1
8"
2 3 4 "
EQ
.
EQ
.
11 GA. METAL
TAB WELDED
TO STL. ROD
3"X 2 1/8"
STEEL ROD
STL. ROD
WELDED TO
3/8" DIA.
3/4" DIA.
11 GA. STEEL
1
7
/
8
"
1 8 "
1 3/4"
PLATE
PLATE
4
7
/
8
"
1 1/2"
STEEL ROD
WELDED TO
PLATE
PLATE
11 GA. STEEL
3/4" DIA.
STL. ROD
1 15 32
"
3 23 32
"
3/8" DIA.
3'
-
0
"
6" DIA. GALVANIZED STEEL
1'-6" DIA. X 3'-0" DEEP
CONCRETE FOOTING
PIPE BOLLARD- FILL W/
CONCRETE-PTD
3'
-
0
"
METAL PANEL
GATES
14
'
-
1
0
"
A0.04/09
05
1'
-
0
"
11 FT PAIR
9"
06
1'
-
2
"
DUMPSTER
13
'
-
2
"
C
L
E
A
R
13'-8"
EQ
.
EQ
.
1'-8"2'-3"2'-3"1'-8"
6" DIAMETER
CONCRETE FILLED
STEEL BOLLARD.
REF. A0.04/02
8' HT SPLIT FACE
REINFORCED CMU
ENCLOSURE WALL
9'-10" CLEAR
10'-4"6"
3'
-
0
"
3'
-
4
"
11
5 8 "
8"EQUAL 8"EQUAL 8"
WEEP OPENING - TYP.
5"
8'
-
0
"
PAINTED HOLLOW METAL
DOOR MATCH ADJACENT
BUILDING
1'-10"5"5"8"10"3'-4"
STONE TO MATCH ADJACENT
BUILDING
STUCCO TO MATCH ADJACENT
BUILDING
CAST STONE TO MATCH ADJACENT
BUILDING
3'
-
0
"
6"
4'
-
0
"
6"
10
"
8'
-
0
"
1'
-
6
"
09
NOTE: ALL STEEL COMPONENTS TO BE GALVANIZED
07
04
CANE BOLT
04
CONC. DUMPSTER PAD W/ VAPOR BARRIER
METAL FENCE PANELS REFER TO DTL. 11
2X2"X4" LG.
4" X12" X3/8" STL. FLANGE
6"
6"
8"
1"
ALUM. ANGLE @ 1'-0" 0.C. -
DRILL & TAP TO TUBE COL.
-PROVIDE ASPHALTIC MASTIC
BETWEEN TUBE & ANGLE
COL.
7 1/2"
PAVING - REFER
TO CIVIL
3"6"
2"X2"X1/4" STL.
@ 48" 0.C.
ANGLE FRAME
8" CMU 6"x6"x3/8" STL. TUBE COLUMN
HEAVY DUTY HINGE
STANLEY MODEL BB855-TYP.GROUT SOLID
MASONRY
VENEER ANCHORS
#5 WALL REINF.
1'-2"
2
1
1
/
1
6
"
PRE-FINISHED METAL
PANELS ON 2x3 RUNNERS
5"
HOLES
3/8" DIA.
2
1
/
4
"
PLATE
11 GA. STEEL
STEEL ROD
3/8" DIA.
08
C
EQ
.
4
5
/
1
6
"
EQ
.
7/
8
"
1/4"
PLATE
11 GA. STEEL
11
/
1
6
"
1
1
1
/
1
6
"
3
1
/
4
"
08
B
08
A
7/
8
"
3/8"1/4"
1 1/8"
EQ.
1/2"
EQ.
2 1/8"3/4"
9"
BOLLARD ELEVATION02SCALE: 3/4" = 1'-0"
GATE JAMB DETAIL09
GATE DETAIL04SCALE: 3/4" = 1'-0"
LATCH DETAIL07SCALE: 3" = 1'-0"
SCREEN WALL SECTION10SCALE: 1" = 1'-0"
DETAIL08CSCALE: 6" = 1'-0"
DETAIL08BSCALE: 6" = 1'-0"
DETAIL08ASCALE: 6" = 1'-0"
DUMPSTER ENCLOSURE FLOOR PLAN01SCALE: 1/4" = 1'-0"
SIDE SCREEN WALL ELEVATION
06
SCALE: 1/2" = 1'-0"
FRONT SCREEN WALL ELEVATION
05
SCALE: 1/2" = 1'-0"
NOTE: REFER TO CIVIL PLANS FOR LOCATION
Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
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GAW
Sheet Title
Issued:
Revisions
DateNo. Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092
SCALE: NTS
A0.06
SINGLE
DUMPSTER PLAN
& DETAILS
02
8" CMU REINF.
6"
MASONRY
VENEER
ANCHORS
CAST STONE CAP
CMU BOND BEAM
1'-0"
2 #5 @ BOTTOM GROUT SOLID
S.S. FLASHING - 2" OVERLAP
03
04
STONE TO MATCH ADJACENT
BUILDING
3 PART STUCCO ON METAL
LATH TO MATCH ADJACENT
BUILDING
CAST STONE TO MATCH
ADJACENT BUILDING
3'
-
6
"
4'
-
0
"
05
1'-0 1/4"
1"
FACE OF STONE VENEER
MASONRY VENEER
ANCHORS
8" REINFORCED
CMU
STONE VENEER
CONT. STRIP
RUBBERIZED ASPHALT
FLASHING MEMBRANE
WEEPS @ 16" O.C.
S.S. THRU FLASHING
GROUT SOLID
1 2 "
8" CMU REINF.
6"
CAST STONE CAP
CMU BOND BEAM
1'-0"
3"
2 #5 @ BOTTOM
GROUT SOLID
S.S. FLASHING - 2" OVERLAP
3 PART STUCCO ON METAL
LATH TO MATCH ADJACENT
BUILDING
3"
1"1"
3 PART STUCCO ON METAL
LATH TO MATCH ADJACENT
BUILDING
DRIP SCREED
CAST STONE TO MATCH
ADJACENT BUILDING
STONE VENEER TO MATCH
ADJACENT BUILDING
MTL FLASHING W/ SEALANT
STONE VENEER ANCHORS
1/
2
"
MI
N
6"
5 1/2"
FACE OF CMU
3'-6" AFF
A0.07
SCREEN WALLSECTION
SCALE: 1/2" = 1'-0"01
Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
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GAW
Sheet Title
Issued:
Revisions
DateNo. Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
SI
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092
SCREEN WALL DETAIL
SCALE: 3" = 1'-0"02SCREEN WALL DETAIL
SCALE: 3" = 1'-0"03SCREEN WALL DETAIL
SCALE: 3" = 1'-0"04 DUMPSTER
DETAILS
SCREEN WALL DETAIL
SCALE: 3" = 1'-0"05
103
102
101
104
105
OF 5
WOOD STAKE POST 2"X4"X5' 8' O.C.
6' CHAIN LINK OR ORANGE NYLON SAFETY
FENCING 36" HT. STAPLE TO POSTS
EXISTING TREE
SCALE: NONE
TREE PROTECTIVE FENCING
STEP 2 - CUT LIMB
STEP 1 - UNDERCUT LIMB
STEP 3 - CUT STUB AT COLLAR
TREE PRUNING
SCALE: NOT TO SCALE
EXISTING GRADE UNDISTURBED
499
499
INSTALL 2X4'S @ 5" OC TO
MINIMUM HEIGHT OF 10' OR TO
HEIGHT OF BRANCHING. STAPLE
WIRE CONNECTORS TO 2X4'S AT 3'
OC. DO NOT ATTACH TO TREE.
COMPLETELY ENCIRCLE TRUNK.
BARK PROTECTION
SCALE: NOT TO SCALE
DR
I
P
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CRITICAL ROOT ZONE
ROOT PROTECTION
SCALE: NOT TO SCALE
FABRIC: ORANGE COLOR, POLYPROPYLENE "SAFETY GRID"
AS MFD. BY: THE TENSAR CORP. - 1.3" X 1.3" OPENINGS
TREATED WOOD 2" X 4" POST
NOTE: PROPOSED EXTENT OF TREE PROTECTION IS
APPROVED DURING PLAN REVIEW AND MODIFICATION WILL
REQUIRE APPROVAL OF CITY STAFF. INSTALL FENCE
BEFORE BEGINNING ANY WORK ON THE PROJECT SITE
EXCEPT STAKING.
TOTAL CALIPER INCHES 42"
32"
10"
TOTAL CALIPER INCHES PRESERVED
TOTAL CALIPER INCHES REMOVED
10"BUILDING PAD (EXEMPT)
0"PARKING LOT (EXEMPT)
0"OTHER (NON-EXEMPT)
(0%)
(76.2%)
(23.8%)
0"ROADS (EXEMPT)
TOTAL SITE AREA = 45,460 SF
EXISTING CANOPY COVERAGE = 1,687 SF
PERCENT CANOPY COVERAGE = 4%
MIN CANOPY PRESERVATION = 70%
TOTAL CANOPY PRESERVED = 1,235 SF
PERCENT OF CANOPY PRESERVED = 73%
(23.8%)
(0%)
(0%)
499
INSTALL 6 FT ORANGE VINYLPROTECTIVE FENCE AT CRITICALROOT ZONE - ALL PRESERVEDTREES.
DO NOT PARK OR DRIVE VEHICLESOR CONSTRUCTION EQUIPMENTBENEATH DRIP LINE.
DO NOT MODIFY GRADE BENEATHDRIP LINE UNLESS APPROVED BYCITY ARBORIST.
DO NOT WASH OUT CONCRETE TRUCKS ORSTORE ANY CONSTRUCTION MATERIALSBENEATH DRIP LINE.
FINISH GRADE
ROOT PRUNE AT BACK OF PROPOSEDCURB/PAVEMENT WITH CONCRETE SAW OROTHER APPROVED TOOL.
Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
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Drawn By MLP & CRA
GAW
Sheet Title
Issued:
Revisions
DateNo. Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
SI
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092
02/10/20
WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL
EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE
LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION.
REGISTRATION NUMBER 2672 ON 02/10/20, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILE
THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT
MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF
ASSUME ALL RESPONSIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT
THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO
0 204060
OFFICE BUILDING
76.25'X 143.5'
10,669 SQ FT
FFE: 675.50
4" Cal.
(2) QUE VIR
4" Cal.
QUE VIR (1)
4" Cal.
QUE VIR (1)
4" Cal.
(1) QUE VIR
3 gal.
RHA IND (20)
30 gal.
(6) ILE SPI
45 gal.
(2) VIT CHA
2" Cal.
ULM CRA (2)
45 gal.
(2) CER CAN
4" Cal.
(2) QUE SHU
45 gal.
(4) ILE VOM
5 gal.
(11) ILE DWA
45 gal.
VIT CHA (2)
45 gal.
LAG IND (2)
3 gal.
RHA IND (25)
45 gal.
(2) ILE VOM
5 gal.
ILE DWA (14)
5 gal.
(5) MYR PUS
5 gal.
MYR PUS (5)
2" Cal.
ULM CRA (1)
3 gal.
(11) MUH LIN
3 gal.
(6) MUH LIN
5 gal.
(53) MYR PUS
45 gal.
CER CAN (2)
4" Cal.
QUE VIR (2)
Transplant
EXI PPS (1)
---
EXI PPS (3)
45 gal.
CER CAN (3)
4" Cal.
QUE VIR (1)
45 gal.
CER CAN (1)
3 gal.
(8) MUH LIN
5 gal.
MYR PUS (16)
5' BUFFERYARD (SOUTH - TYPE A)
5' BUFFERYARD (SOUTH - TYPE A)
5
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5' BUFFERYARD (NORTH - TYPE A)
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1 gal.
(6) JUN BAR
4" Cal.
(2) QUE SHU
6040200
LAWN AREAS SOLID BERMUDA SOD
02/10/20
WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL
EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE
LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION.
REGISTRATION NUMBER 2672 ON 02/10/20, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILE
THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT
MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF
ASSUME ALL RESPONSIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT
THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO
NOTE:
NO LANDSCAPE PLANTINGS
WITHIN 18" OF PARKING
LOT CURBS.
TEMPORARY IRRIGATION WILL BE REQUIRED TO ESTABLISH
TURF IN ALL DISTURBED AREAS WITHOUT A PERMANENT
IRRIGATION SYSTEM. INSTALL SOD TO ESTABLISH TURF IN ALL
DISTURBED AREAS AS IDENTIFIED ON GRADING AND EROSION
CONTROL PLANS.
A LICENSED IRRIGATOR, COMPLETE WITH RAIN AND FREEZE SENSORS. SITE SHALL BE
MAINTAINED IN ACCORDANCE WITH ARTICLE 10.0 OF THE SOUTHLAKE LANDSCAPE ORDINANCE, 544-A.
SITE WILL BE IRRIGATED BY AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM DESIGNED BYNOTE:
LANDSCAPE % OF AREA IN
OTHER COMMENTS:
*NOTE ANY CREDITS USED IN CALCULATIONS:
FRONT OR SIDEAREA
PROVIDED
REQUIRED
100%
5,335 SF 75%
10,775 SF
ANNUAL COLORCANOPY ACCENT GROUND COVER
TREES SHRUBSTREES ( SQ. FT. )
2111 800133
133 1,82321
( SQ. FT. )
107
127
SUMMARY CHART - INTERIOR LANDSCAPE
SHRUBS OF A MINIMUM 2' IN HEIGHT AND OBTAINING A MATURE HEIGHT OF THREE (3') OR GREATER
MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30") ON CENTER
AND 50% MUST BE 4" IN CALIPER. THIS INCLUDES BUFFERYARDS AS WELL AS INTERIOR.
1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W.,
2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPER
OTHER COMMENTS:
CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA.
WIDTH / TYPE
(PROPOSED DEVELOPMENT BASED ON CURRENT AND SURROUNDING C-3 ZONING)
SUMMARY CHART - BUFFERYARDS
PROVIDED
EAST
SOUTH 255'REQUIRED
PROVIDED
WEST
BASE LINE
LENGTH OF
LOCATION /
175'
LENGTH
REQUIRED
PROVIDED
5' / A
REQUIRED / BUFFERYARD
HEIGHT AND MATERIAL
FENCE / SCREENINGCANOPY
TREES SHRUBS
1642
TREES
ACCENT
TOTALS 5 10 40
NORTH
PROVIDED
REQUIRED 280'
N/AREQUIRED 160' 0
0 0
0 0 0
1622PROVIDED
N/A
5' / A
0 0 0
000
3 6 24
2463
PARKING LOT LANDSCAPING
Existing preserved LIVE OAKS #101 and #103 account for 4 of the Accent Tree credits,
3. DUE TO EASEMENTS AND OTHER SITE CONSTRAINTS, SOME PLANT MATERIAL IS PLACED
CITY OF SOUTHLAKE
(PROPOSED DEVELOPMENT BASED ON CURRENT AND SURROUNDING C-3 ZONING)
(50%)
= 4
preserved
credits
based upon caliper size, and applied to the West Bufferyard.
TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS
CER CAN 9 Cercis canadensis Eastern Redbud 45 gal. 8`-10` Ht. As Shown B&B/ Single straight trunk
EXI PPS 4 Existing Species ---
ILE VOM 6 Ilex vomitoria Yaupon Holly 45 gal. 8`-10` Ht. As Shown B&B/ Single straight trunk
ILE SPI 6 Ilex vomitoria `Will Flemming` Will Flemming Yaupon 30 gal. 6` As Shown Min. 6` ht.
LAG IND 2 Lagerstroemia indica Crape Myrtle 45 gal. 8`-10` Ht. As Shown B&B/ 3-5 canes
QUE SHU 4 Quercus shumardii Shumard Red Oak 4" Cal. 12` Height Min As Shown B&B/ Single straight trunk
QUE VIR 8 Quercus virginiana Southern Live Oak 4" Cal. 12` Height Min As Shown B&B/ Single straight trunk
ULM CRA 3 Ulmus crassifolia Cedar Elm 2" Cal. 12` Height Min As Shown B&B/ Single straight trunk
VIT CHA 4 Vitex agnus-castus Chaste Tree 45 gal. 8`-10` Ht. As Shown B&B/ 3-5 canes
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS
ILE DWA 25 Ilex cornuta `Dwarf Burford` Dwarf Burford Holly 5 gal. 36" Min 48" O.C.
JUN BAR 6 Juniperus horizontalis `Bar Harbor` Bar Harbor Creeping Juniper 1 gal.
MUH LIN 25 Muhlenbergia lindheimeri Lindheimer`s Muhly 3 gal. 24"-36" 36" O.C.
MYR PUS 79 Myrica pusilla Dwarf Southern Wax Myrtle 5 gal. 24"-36" 36" O.C.
RHA IND 40 Rhaphiolepis indica Indian Hawthorn 3 gal. 18"-24" 36" O.C.
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING REMARKS
CYN DAC 8,135 sf Cynodon dactylon Bermuda Grass sod
EUO C22 601 sf Euonymus fortunei `Coloratus` Purple Wintercreeper 4" pots 9" O.C.
LIR ROY 442 sf Liriope muscari `Royal Purple` Royal Purple Liriope 4" pots 12" O.C.
NAS PON 871 sf Nassella tenuissima `Pony Tails` Mexican Feathergrass 1 gal. 18" O.C.
RIV IKV 618 sf River Rock River Rock ---
SEA NAE 127 sf Seasonal Color Seasonal Color TBD To be determined by owner
PLANT SCHEDULE
NOTE: DUE TO EASEMENTS AND OTHER SITE CONSTRAINTS, SOME PLANT MATERIAL IS PLACED
IN LOCATIONS OTHER THAN THE SPECIFIC BUFFERYARDS OR REQUIRED AREAS.
IN LOCATIONS OTHER THAN THE SPECIFIC BUFFERYARDS OR REQUIRED AREAS.
- -- % PARKING BETWEEN BUILDING & ROW = LESS THAN 25%. REQUIRES 15 SF/STALL.
- -- 52 STALLS X 15 = 780 SF REQUIRED PARKING LOT LANDSCAPING.
- -- 2,141 SF PARKING LOT LANDSCAPING PROVIDED.
- -- 50% OF BUILDING FLOOR AREA TO BE REQUIRED INTERIOR LANDSCAPE AREA
Existing LIVE OAK #105 to be preserved and transplanted accounts for 1 of the Canopy Tree credits,
based upon caliper size, and applied to the Interior Landscape requirements.
10+1= 11transplant
PLANTING NOTES:
1. PLANT SIZE, TYPE, AND CONDITION SUBJECT TO APPROVAL OF OWNER'S
REPRESENTATIVE.
2. ALL PLANT MATERIAL TO BE NURSERY GROWN STOCK.
3. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL PLANT MATERIAL UNTIL
PROJECT ACCEPTANCE.
4. ALL CONTAINER GROWN PLANTS TO HAVE FULL, VIGOROUS ROOT SYSTEM,
COMPLETELY ENCOMPASSING CONTAINER.
5. ALL PLANTS WELL ROUNDED AND FULLY BRANCHED. ALL TREES WITH SPREAD 2/3
OF HEIGHT.
6. CONTRACTOR TO PROVIDE OWNER WITH PREFERRED MAINTENANCE SCHEDULE
OF ALL PLANTS AND LAWNS.
7. MAINTAIN/PROTECT VISIBILITY TRIANGLE WITH PLANT MATERIAL PER CITY
STANDARDS AT ALL ENTRANCES TO SITE.
8. PREP ENTIRE WIDTH OF ALL DEFINED PLANTING BEDS WITH MIX AS OUTLINED IN
SPECS. WHERE SHRUBS ARE LOCATED ALONG CURB, SET SHRUBS BACK FROM
CURB 3 FT.
9. SEE DETAIL SHEET L-8 FOR PLANTING DETAILS.
10. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL UTILITIES, INCLUDING BUT
NOT LIMITED TO TELEPHONE, TELECABLE, ELECTRIC, GAS, WATER AND SEWER.
ANY DAMAGE TO UTILITIES TO BE REPAIRED BY CONTRACTOR AT NO COST TO
OWNER.
11. EXISTING TREES ARE SHOWN TO REMAIN, CONTRACTOR SHALL PRUNE WITH
APPROVAL OF OWNER AND CITY ARBORIST. WORK TO INCLUDE REMOVAL OF ALL
SUCKER GROWTH; DEAD AND DISEASED BRANCHES AND LIMBS; VINES, BRIARS
AND OTHER INVASIVE GROWTH; AND ALL INTERFERING BRANCHES, AS WELL AS
BRANCHES THAT OBSTRUCT SIGN VISIBILITY. MAKE ALL CUTS FLUSH TO
REMAINING LIMB. RETAIN NATURAL SHAPE OF PLANT. ALL WORK SUBJECT TO
APPROVAL OF OWNER'S REPRESENTATIVE.
12. QUANTITIES ARE PROVIDED AS A COURTESY AND NOT INTENDED FOR BID
PURPOSES. CONTRACTOR TO VERIFY PRIOR TO PRICING.
13. INSTALL EDGING BETWEEN LAWN AND PLANTING BEDS. REFER TO
SPECIFICATIONS. FILE ALL CORNERS SMOOTH.
14. INSTALL CURLEX BLANKET (OR EQUAL) PER MANUFACTURES INSTRUCTIONS ON
ALL GROUNDCOVER/SHRUB BEDS WITH A SLOPE OF 4;1 OR GREATER.
15. AT TIME OF PLAN PREPARATION, SEASONAL PLANT AVAILABILITY CANNOT BE
DETERMINED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE AND
RESERVE ALL B&B PLANTS WHEN AVAILABLE IN CASE ACTUAL INSTALLATION
OCCURS DURING THE OFF-SEASON. PURCHASE AND HOLD B&B PLANTS FOR LATE
SEASON INSTALLATION.
16. BERM ALL PARKING LOT ISLANDS AS SHOWN ON ENCLOSED DETAIL SHEET.
(BERMS MAY NOT BE SHOWN ON GRADING PLAN.)
17. PRIOR TO TREE PLANTING, CONTRACTOR SHALL STAKE TREE LOCATIONS FOR
APPROVAL BY OWNER.
Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
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Sheet Title
Issued:
Revisions
DateNo. Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092
OF 5
SECTION 02830
TREES, SHRUBS, AND GROUNDCOVERS
____________________________________________
PART I GENERAL
1.01 DESCRIPTION OF WORK
A. Scope
1. Bed prep
2. Metal edging
3. Topsoil
4. Planting
5. Mulching
6. Guarantee
B. Related Work Specified Elsewhere
1. General Requirements – All locations
2. Section 02740 – Irrigation Trenching
3. Section 02750 – Irrigation
4. Section 02800 - Lawns
1.02 QUALITY ASSURANCE
A. Contractor Qualifications
Minimum of three (3) years experience on projects of similar
characteristics and size.
B. Reference Standards:
1. American Joint Committee Of Horticultural Nomenclature:
Standardized Plant Names, Second Edition, 1942;
2. American Association Of Nurserymen: American Standard For
Nursery Stock, 1973
C. Substitutions
1. Substitutions accepted only upon written approval of Landscape
Architect and Owner.
2. Submit substitutions possessing same characteristics as indicated
on plans and specifications.
D. Inspection and Testing
1. The project Owner’s representative reserves the right to inspect and
tag plants at the place of growth with the Contractor.
2. Inspection at place of growth does not preclude the right of rejection
due to improper digging or handling.
3. Owner’s representative reserves the right to request soil samples
and analysis of soil and plant mix. Remove or correct unacceptable
soil. Cost of testing by Contractor.
1.03 SUBMITTALS
A. Certificates
1. Submit State and Federal certificates of inspection with invoice.
(Only if required by Landscape Architect.)
2. File certificates with Owner’s representative prior to material
acceptance.
1.04 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Preparation of Delivery
1. Balled & Burlaped (B&B) Plants
a. Dig and prepare for shipment in manner that will not damage
roots, branches, shape, and future development after
replanting.
b. Ball with firm, natural ball of soil, wrapped tightly with burlap
covering entire ball.
c. Ball size and ratios: conform to American Association of
Nurserymen standards unless otherwise shown on plant list.
2. Pack plant material to protect against climatic & seasonal damage,
as well as breakage injuries during transit.
3. Securely cover plant tops with ventilated tarpaulin or canvas to
minimize wind-whipping and drying in transit.
4. Pack and ventilate to prevent sweating of plants during transit. Give
special attention to insure prompt delivery and careful handling to
point of delivery at job site.
B. Delivery
1. Deliver fertilizer, fertilizer tablets, peat, mulch, soil additives, and
amendment materials to site in original, unopened containers,
bearing manufacturer’s guaranteed chemical analysis, name, trade
name, trademark, and conformance to State law.
2. Deliver plants with legible identification and size labels on example
plants.
3. Protect during delivery to prevent damage to root ball or desiccation
of leaves.
4. Notify Owner’s representative of delivery schedule in advance so
plant material may be inspected upon arrival at job site.
5. Deliver plants to job site only when areas are prepared.
C. Storage
1. Protect roots of plant material from drying or other possible injury
with wetted mulch or other acceptable material.
2. Protect from weather.
3. Maintain and protect plant material not to be planted immediately
upon delivery.
D. Handling
1. Do not drop plants.
2. Do not damage ball, trunk, or crown.
3. Lift and handle plants from bottom of container or ball.
1.05 JOB CONDITIONS
A. Planting Season Perform actual planting only when weather and soil
conditions are suitable in accordance with locally acceptable practices.
B. Protection Before excavations are made, take precautionary measures to
protect areas trucked over and where soil is temporarily stacked.
1.06 GUARANTEE
A. Guarantee new plant material for one year after acceptance of final
installation (ie. Final Acceptance of project).
B. Make replacement (one per plant) during one year guarantee period at
appropriate season with original plant type, size and planting mixture.
C. Repair damage to other plants, lawns, & irrigation caused during plant
replacement at no cost to Owner.
D. Use only plant replacements of indicated size and species.
PART II PRODUCTS
2.01 MATERIALS
A. Plant Materials
1. Hardy under climatic conditions similar to locality of project.
2. True to botanical and common name variety.
3. Sound, healthy, vigorous, well branched, and densely foliated when
in leaf; with healthy well-developed root system.
4. Free from disease, insects, and defects such as knots, sun-scald,
windburn, injuries, disfigurement, or abrasions.
5. Conform to measurements after pruning with branches in normal
positions.
6. Conform to American Association of Nurserymen standards unless
shown differently on plant list.
7. Trees:
a. Single, straight trunks, unless indicated otherwise
b. Trees with weak, thin trunks not capable of support will not be
accepted.
c. All multi-stem trees are to have a minimum of three stems,
similar in size and shape, with a spread of approximately 2/3
of the height. All yaupons to be female. Crape myrtle color
selection by Landscape Architect.
8. Nursery grown stock only.
9. Subject to approval of Landscape Architect.
10. Seasonal color:
a. Annuals in 4” pots or as specified
b. Perennials in 4” pots, clumps, bulbs as specified
B. Topsoil
1. Natural, fertile, friable soils having a textural classification of loam or
sandy loam possessing characteristics of soils in vicinity which
produce heavy growth of crops, grass, or other vegetation.
2. Free of subsoil, brush, organic litter, objectionable weeds, clods,
shale, stones ¾” diameter or larger, stumps, roots or other material
harmful to grading, planting, plant growth, or maintenance
operations.
3. Presence of vegetative parts of Bermuda grass ( Cynodon
dactylon), Johnson grass, nut grass (Cyperus rotundus), and other
hard to eradicate weeds or grass will be cause for rejection of
topsoil.
4. Test topsoil (cost by Contractor):
a. Available nitrogen
b. Available phosphorus
c. Available potash
d. Iron
e. Ph: 5.5 to 7.0
f. Decomposed organic matter: 6-10%
C. Mulch
1. Top Dressing Mulch – Shredded cypress or hard wood only
2. Soil prep – 3 Parts native soil to 1 Part composted landscape mix.
3. In pre-packaged bags only; bulk shredded material is unacceptable
D. Peat Moss Commercially available baled peat moss or approved
equivalent.
E. Staking Material
1. Stakes for tree support:
a. Construction grade yellow pine, stain brown
b. Size as noted on plans
2. Wires:
a. Padded with rubbed hose to protect tree
b. Galvanized
c. With galvanized turnbuckle
d. Evenly tighten turnbuckles with plant in vertical position.
F. Water
1. Free of oils, acids, alkali, salt, and other substances harmful to plant
growth
2. Location: Furnish temporary hoses and connections on site.
G. Sand – Washed builders sand
H. Antidesicant – "Wilt-proof" or equal.
I. Edging – 3/16" X 4" green, new and unused; with stakes.
2.02 MIXES
A. Planting Mixture
1. Existing topsoil – 50%
2. Shredded pine bark – 50%
3. Fertilizer 10:20:10 at 30 lb./1000 SF
B. Planting Mix for Annuals/Perennials
1. Prepare above mix
2. Add 2” of sand
C. Azalea mix: solid peat moss in hole 9" wider than root ball each direction.
Plant in solid peat moss and provide mound at base of plant to allow for
drainage.
D. Japanese maple, dogwood, camellias: Provide 50/50 peat moss to topsoil
mix, raise for drainage.
PART III - EXECUTION
3.01 UTILITIES - verify location of all utilities prior to initiating construction;
repair any damage caused by construction at no cost to owner.
3.02 INSPECTION
A. Inspect plants for injury and insect infestation; prune prior to installation.
B. Inspect site to verify suitable job conditions.
3.03 FIELD MEASUREMENTS
A. Location of all trees and shrubs to staked in the field and approved by
Owner’s representative prior to installation.
B. Location of all groundcover and seeding limits as shown on plans.
3.04 EXCAVATION FOR PLANTING
A. Pits
1. Shape - Vertical hand scarified sides and flat bottom.
2. Size for trees – 2 feet wider or twice the root ball, whichever is
greater.
3. Size for shrubs – Size of planting bed as shown on drawings.
4. Rototill soil mix thoroughly, full depth.
5. NOTE: If beds are proposed beneath drip line of existing tree
canopy, pocket prep plants. Do not roto-till beneath existing trees.
B. Obstructions Below Ground
1. Remove rock or underground obstructions to depth necessary to
permit planting.
2. If underground obstructions cannot be removed, notify Owner’s
representative for instruction.
C. Excess Soil Dispense of unacceptable or excess soil away from the
project site at Contractor’s expense.
3.05 PLANTING
A. General
1. Set plants 2” above existing grade to allow for settling.
2. Set plants plumb and rigidly braced in position until planting mixture
has been tamped solidly around ball.
3. Apply soil in accordance with standard industry practice for the
region.
4. Thoroughly settle by water jetting and tamping soil in 6” lifts.
5. Prepare 3” dish outside root ball after planting.
6. Thoroughly water all beds and plants.
7. Stake trees and large shrubs as indicated on plans.
8. Apply anti-desicant according to manufacturer’s instructions.
9. Apply commercially manufactured root stimulator as directed by
printed instruction.
10. Plant and fertilize bedding plants per trade standards.
11. Apply 3” mulch top dressing.
B. Balled Plants
1. Place in pit of planting mixture that has been hand tamped prior to
placing plant.
2. Place with burlap intact to ground line. Top of ball to be 2” above
surrounding soil to allow for settling.
3. Remove binding at top of ball and lay top of burlap back 6”.
4. Do not pull wrapping from under ball, but cut all binding cord.
5. Do not plant if ball is cracked or broken before or during planting
process or if stem or trunk is loose.
6. Backfill with planting mixture in 6” lifts.
C. Container Grown Plants
1. Place in pit on planting mixture that has been hand tamped prior to
placing plant.
2. Cut cans on two sides with an acceptable can cutter, and remove
root ball from can. Do not injure root ball.
3. Carefully remove plants without injury or damage to root balls.
4. Backfill with planting mixture in 6” lifts.
D. Mulching
1. Cover planting bed evenly with 3” of mulch.
2. Water immediately after mulching.
3. Where mulch has settled, add additional mulch to regain
3” thickness.
4. Hose down planting area with fine spray to wash leaves of plants.
D. Pruning
1. Prune minimum necessary to remove injured twigs and branches,
dead wood, and suckers; remove approximately 1/3 of twig growth
as directed by landscape architect; do not cut leaders or other
major branches of plant unless directed by landscape architect.
2. Make cuts flush, leaving no stubs.
3. Paint cuts over 1” diameter with approved tree wound paint.
4. Do not prune evergreens except to remove injured branches.
3.06 EDGING
A. Stake edging alignment with string line prior to installation. Use framing
square to insure right angles are true.
B. Install all edging straight and true as indicated on drawings. Where edging
layout is circular in design, maintain true and constant radii as shown.
C. When required on slopes, make vertical cuts (approximately 6” on center)
on bottom of edging to allow bending without crimping edging.
D. Install edging so that approximately 1” is exposed on lawn side. Edging
should not be visible from bed side after application of mulch.
E. Align edging with architectural features (ie pavement joints, windows,
columns, wall, etc.) when drawings indicate.
F. Bend all corners, do not cut corners.
G. Interlock all pieces with pre-fabricated connectors.
H. Install with all stakes on inside of planting bed.
I. Remove, file off all sharp corners and burrs.
3.07 CLEAN-UP
A. Sweep and wash all paved surfaces.
Remove all planting and construction debris from site, including rocks,
trash and all other miscellaneous materials.
3.08 MAINTENANCE
A. Contractor responsible for routine, and regular maintenance of site until
Final Acceptance is awarded by Owner. Work includes:
1. Weeding (weekly)
2. Watering (as required)
3. Pruning
4. Spraying
5. Fertilizing
6. Mulching
7. Mowing (weekly)
B. Provide Owner and Landscape Architect with preferred maintenance
schedule in writing. Schedule shall include the above-listed tasks and
shall address all frequencies, rates, times, levels, etc.
_________________
END OF SECTION
Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
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Sheet Title
Issued:
Revisions
DateNo. Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092
OF 5
02/10/20
WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL
EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE
LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION.
REGISTRATION NUMBER 2672 ON 02/10/20, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILE
THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT
MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF
ASSUME ALL RESPONSIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT
THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO
17
17
12
6
S 86 33'07" W254.42'
N 86 33'07" E 171.11'
N
0
3
2
6
'
5
3
"
W
1
7
4
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4
5
'
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(4
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9
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C
1
0
9
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D
3
5
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.
0
0
'
Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
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Checked By
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GAW
Sheet Title
Issued:
Revisions
DateNo. Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
SI
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092
01 SITE PLAN
SCALE: 1" = 20'-0"
A1.00
PLAN
VICINITY PLAN
LEGEND
SITE
10' BUILDING SET BACK
NOTE:
1. ALL PARKING TO BE SHARED PARKING
2. ALL PARKING STALLS TO BE 9'0"X18'0"
3. ALL MECHANICAL EQUIPMENT MUST BE SCREENED OF VIEW FROM
RIGHT-OF-WAYS AND RESIDENTIAL PROPERTIES IN ACCORDANCE
WITH THE ZONING ORDINANCE No.480, AS AMENDED
4. NO PROPOSED PARKING LOT LIGHTING. ALL LIGHTING TO BE WALL
MOUNTED BUILDING LIGHTING
5. ALL LIGHTING MUST COMPLY WITH THE LIGHTING ORDINANCE
No.693, AS AMENDED
6. ALL DEVELOPMENT MUST COMPLY WITH DRAINAGE ORDINANCE
No.605 AND SEDIMENT CONTROL ORDINANCE No.946, AS
AMENDED.
SITE DATA SUMMARY CHART
DESCRIPTION
EXISTING ZONING
PROPOSED ZONING
LAND USE DESIGNATION
GROSS ACREAGE
NET ACREAGE
NUMBER OF PROPOSED LOTS
TOTAL BUILDING AREA
PERCENTAGE OF BUILDING COVERAGE
AREA OF OPEN SPACE
PERCENTAGE OF OPEN SPACE
AREA OF IMPERVIOUS COVERAGE
PERCENTAGE OF IMPERVIOUS COVERAGE
PROPOSED BUILDING AREA(FT.PRINT IN S.F.)
TOTAL
NUMBER OF STORIES
MAXIMUM BUILDING HEIGHT
PROPOSED FLOOR AREA
PROPOSED FLOOR AREA BY USE
REQUESTED PARKING
PROVIDED PARKING
STANDARD
HANDICAPPED
TOTAL
REQUIRED LOADING ZONES
PROVIDED LOADING ZONES
C3 GENERAL COMMERCIAL
C3 GENERAL COMMERCIAL
RETAIL COMMERCIAL USE
1.0 ACRES
1.0 ACRES (45,463 SQFT)
1
10,669 SQFT
23%
15,039 SQFT
33%
30,424 SQFT
67%
10,669 SQFT
1
35'-0"
10,669
N/A
52
52
50
2
52
0
0
0
Graphic Scale in Feet
30' 60' 90'
VARIANCE REQUEST:
1. NONE...
GRASS AREAS
NEW CONCRETE
A2.01
Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
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Drawn By MLP & CRA
GAW
Sheet Title
Issued:
Revisions
DateNo. Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
SI
T
E
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L
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N
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092
01 FLOOR PLAN
SCALE: 1/8" = 1'-0"
0 48 16
FLOOR PLAN
3:12 SLOPE
3:12 SLOPE3:12 SLOPE
3:12 SLOPE
1
:
1
2
S
L
O
P
E
1
:
1
2
S
L
O
P
E
1
:
1
2
S
L
O
P
E
1
:
1
/
4
S
L
O
P
E
1:1/4 SLOPE
1:1/4 SLOPE
HVAC UNIT AREA
IF ADDITION SCREENING REQUIRED
METAL PANELING TO MATCH BUILDING
HVAC UNIT AREA
IF ADDITION SCREENING REQUIRED
METAL PANELING TO MATCH BUILDING
1
:
1
/
4
S
L
O
P
E
1
:
1
/
4
S
L
O
P
E
1
:
1
/
4
S
L
O
P
E
ROOF + 130'-0"
PARAPET + 125'-0"PARAPET + 125'-0"
PA
R
A
P
E
T
+
1
2
5
'
-
0
"
P
A
R
A
P
E
T
+
1
2
5
'
-
0
"
PARAPET + 125'-0"PARAPET + 125'-0"
ROOF + 123'-4"
RO
O
F
+
1
1
9
'
-
9
"
RO
O
F
+
1
2
7
'
-
1
1
"
RO
O
F
+
1
2
7
'
-
1
1
"
RO
O
F
+
1
1
9
'
-
9
"
RO
O
F
+
1
1
9
'
-
9
"
RO
O
F
+
1
2
7
'
-
1
1
"
RO
O
F
+
1
2
7
'
-
1
1
"
RO
O
F
+
1
1
9
'
-
9
"
1:1/4 SLOPE
1:1/4 SLOPE
A2.02
Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
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Checked By
Drawn By MLP & CRA
GAW
Sheet Title
Issued:
Revisions
DateNo. Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
SI
T
E
P
L
A
N
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092
01 ROOF PLAN
SCALE: 1/8" = 1'-0"
0 48 16
ROOF PLAN
MTL -1 STC -1 ST -1 MTL -2
AW -1
STC -3
STC -2
P - 2STC -3
STC -2
P - 2MTL -1STC -1ST -1MTL -2
AW -1
MTL -1ST -1STC -2 ST -2STC -1
AW -1AW -1AL -1AL -1 AL -1AL -1AL -1
STC -3
STC -3STC -3
MTL -1 MTL -1 STC -1
AW -1MTL -2
ST -1 STC -3
STC -2
P - 2
AW -2
MTL -1MTL -1STC -1
AW -1 MTL -2
ST -1
AL -1 AL -1 STC -3STC -3AL -1
MTL -1
AW -3 AW -3 AW -3P - 1 AW -3P - 1P - 1P - 1
MTL -1 MTL -1
STC -3
STC -1
STC -3
STC -1 MTL -2
ST -2 ST -2
MTL -2 STC -1
AL -1 AL -1
MTL -1 MTL -1 STC -1
AW -1MTL -2
ST -1 STC -3
STC -2
P - 2
AW -2
AW-3MTL -1STC -1
AW -1 MTL -2
ST -1
AW -1
P - 1
AL -1 AL -1 AL -1 STC -3STC -3
MATERIAL LEGEND
MATERIAL COLOR
MTL-1
NOTES:
TYP. @ SPECIFIED CORNERS
TYP. METAL PANEL ROOFING - MBCI
- - -
TYP. FIELD STONE
MBCI: COAL BLACK
TYP. STANDING SEAM METAL ROOFING
TYP. FIELD STONE - ACME
MBCI: COAL BLACK
PT - 1 KELLY-MOORE - EXTERIOR PAINT KELLY-MOORE: KM29 (WHISKERS) TYP @ HM DOORS - MATCH STC-1
ACME: NATURAL STONEST - 1
ST - 2 TYP. ACCENT STONE - UNUSED - - -
MTL-2 TYP. ACCENT STAR - CUSTOM PIECE
STC - 1 TYP. FIELD STUCCO - PAREX USA LA HABRA PAREX USA : LARIAT 821L (57)
TYP. METAL AWNING - VICTORY AWNING
STC - 2
TYP. FIELD STUCCO
TYP. ACCENT STUCCO
STC - 3 TYP. PARAPET STUCCO
TYP. ACC. STUCCO - PAREX USA LA HABRA
PAREX USA : SNOWBALL 10400L (75)TYP. ACC. STUCCO - PAREX USA LA HABRA
PAREX USA : MOUNTAIN 3014L (56)
CREAM CHOPPED
TYP. METAL AWNING - VICTORY AWNING BLACKAW - 1 TYP. @ WINDOWS - SHORT
TYP. METAL AWNING - VICTORY AWNING BLACKAW - 2 TYP. @ WINDOWS - LONG
PT - 2 KELLY-MOORE - EXTERIOR PAINT KELLY-MOORE: 407 (CARBON) TYP. @ ARCHITECTURAL ACCENT WD. BEAMS
TYP. METAL AWNING - VICTORY AWNING BLACKAW - 3 TYP. @ DOORS
TYP. WINDOWS STOREFRONT BLACK ANNODIZEDAL - 1 TYP. @ ALUMINUM WINDOWS & DOORS& ALUMINUM DOORS
A3.01
Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
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Drawn By MLP & CRA
GAW
Sheet Title
Issued:
Revisions
DateNo. Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
SI
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092
EXTERIOR
ELEVATIONS01SCALE: 1/8" = 1'-0"
FRONT ELEVATION (NORTH)
02 SCALE: 1/8" = 1'-0"
SIDE ELEVATION (EAST)
04 SCALE: 1/8" = 1'-0"
REAR ELEVATION (SOUTH)
03 SCALE: 1/8" = 1'-0"
SIDE ELEVATION (WEST)
OFFICE BUILDING
76.25'X 143.5'
10,669 SQ FT
FFE: 675.50
4" Cal.
(2) QUE VIR
4" Cal.
QUE VIR (1)
4" Cal.
QUE VIR (1)
4" Cal.
(1) QUE VIR
3 gal.
RHA IND (20)
30 gal.
(6) ILE SPI
45 gal.
(2) VIT CHA
2" Cal.
ULM CRA (2)
45 gal.
(2) CER CAN
4" Cal.
(2) QUE SHU
45 gal.
(4) ILE VOM
5 gal.
(11) ILE DWA
45 gal.
VIT CHA (2)
45 gal.
LAG IND (2)
3 gal.
RHA IND (25)
45 gal.
(2) ILE VOM
5 gal.
ILE DWA (14)
5 gal.
(5) MYR PUS
5 gal.
MYR PUS (5)
2" Cal.
ULM CRA (1)
3 gal.
(11) MUH LIN
3 gal.
(6) MUH LIN
5 gal.
(53) MYR PUS
45 gal.
CER CAN (2)
4" Cal.
QUE VIR (2)
Transplant
EXI PPS (1)
---
EXI PPS (3)
45 gal.
CER CAN (3)
4" Cal.
QUE VIR (1)
45 gal.
CER CAN (1)
3 gal.
(8) MUH LIN
5 gal.
MYR PUS (16)
1 gal.
(6) JUN BAR
4" Cal.
(2) QUE SHU
5' BUFFERYARD (SOUTH - TY
P
E
A
)
5' BUFFERYARD (SOUTH - TYP
E
A
)
5
'
B
U
F
F
E
R
Y
A
R
D
(
W
E
S
T
-
T
Y
P
E
A
)
5' BUFFERYARD (NORTH - TY
P
E
A
)
5
'
B
U
F
F
E
R
Y
A
R
D
(
W
E
S
T
-
T
Y
P
E
A
)
6040200
02/10/20
WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL
EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE
LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION.
REGISTRATION NUMBER 2672 ON 02/10/20, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILE
THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT
MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF
ASSUME ALL RESPONSIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT
THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO
OF 5Sheet Number
WARD ARCHITECTURE PLLC
5004 THOMPSON TERRACE SUITE 107
COLLEYVILLE, TEXAS 76034
SI
T
E
P
L
A
N
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U
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M
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22
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P
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SO
U
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H
L
A
K
E
,
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X
7
6
0
9
2
Checked By
Drawn By MLP & CRA
GAW
Sheet Title
Issued:
Revisions
DateNo.Description
Issue Date:
Project No:19-55
SITE SUBMITTAL SET
01/27/2020
DATE: 01-27-2020
GERALD A. WARD, AIA
ISSUED FOR INTERIM REVIEW
THIS DOCUMENT IS NOT TO
BE USED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
OWNER CONTACT INFORMATION:
817.281.5600
GERALD@WARDARCHITECTUREPLLC.COM
BARGER EQUITY GROUP
JOSHUA BARGER
440 NORTH KIMBALL AVENUE
(214) 549 - 2713
JOSHUABARGER@ALLSTATE.COM
SI
T
E
P
L
A
N
S
U
B
M
I
T
T
A
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S
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01/27/2020
CASE NO. ZA20-0014
SOUTHLAKE, TEXAS 76092