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N 23'24'55" W 7.1
N 7*45'19" W 203.6
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• • • • • • • • • • • • • • • • • • • • •
LOT 1R1, BLOCK 1
SABRE GROUP
CAMPUS
(CABINET A, PAGE
12217)
L.U.D. = MIXED USE
O O O O O O O O O O O O O O O O C
OO 000000000000000000000000000000 O C
O 0 0 O O O O O O O O O O O O O 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O O O O O O O O
0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 ffs
O O O O 0 O O 0 O 0 O O 0 O O 0 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o
n n n n n O O O O O O O O O O
O O O O O O O O O O O O O O O 0 3 O N 9'33'04" E 129.53' O O O O O O O O O O o o
O
O .. v v v .. O O O O O O O O O O O��
op0000000000000000�:-
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O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 to
0 O O O O O O O O O O O O O O O
O 00000000 0 N
N 86-53-13" �W 423.57'
GRAPEVINE
a
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BLUEBIRD
0 BASS '
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3 PROJECT LOCATION
0
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TARRANT COUNTY
MAPSCO #F1 -Q
VICINITY MAP
(NOT TO SCALE)
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF JASON J. LEHIGH, P.E.
TEXAS REGISTRATION NO. 135544
DATE: 07/19/2021
ZA21-0046
0 40 80 160 240
GRAPHIC SCALE IN FEET
L— E G E N =
B.
BOLLARD
EMS
ELECTRIC METER
PP,
POWER POLE
LS*-
LIGHT STANDARD
WMo
WATER METER
WV®
WATER VALVE
CV®
IRRIGATION CONTROL VALVE
FH¢
FIRE HYDRANT
Co.
CLEANOUT
MHOO
MANHOLE
TSCO
TRAFFIC SIGNAL CONTROL
TSP,
TRAFFIC SIGNAL POLE
TELEX
TELEPHONE BOX
�c
FLOOD LIGHT
FP,
FLAG POLE
SIGN
TRAFFIC SIGN
1/2-INCH IRON ROD
IRS
W/"PACHECO KOCH" CAP SET
(C.M.)
CONTROLLING MONUMENT
— —
PROPERTY LINE
X
FENCE
®
# OF PARKING SPACES
LA
LANDSCAPE AREA
BE
BUILDING ENTRANCE
X
PROPOSED FENCE
COVERED WALKWAY
EXISTING BUILDING
AN
PROPOSED BUILDING ADDITION
PARKING/ NON FIRELANE PAVEMENT
EXISTING FIRE LANE
LANDSCAPE AREA
PEDESTRIAN PAVING
00000000000 NATURAL UNDISTURBED AREA
°°°°°
0-0-0-0-0-0
°
GRAVEL
PEDESTRIAN ROUTE
JASON LEHIGH, PE
PACHECO KOCH CONSULTING ENGINEERS INC
7557 RAMBLER RD.
SUITE 1400
DALLAS, TX 75231
972-235-3031
OWNER
MARK GODFREY, AIA
SC SOUTHLAKE OWNER, LLC
16400 N. DALLAS PARKWAY
SUITE 150 DALLAS, TX 75248
972-759-7735
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF
COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE
NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS
DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION.
BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING
OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION
PRIOR TO ANY CONSTRUCTION.
PK FILE: 4966-21.288
PK-4966-21.228 SITE PLAN.DWG
EXISTING
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GRAPEVINE
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TARRANT COUNTY
LPa MAPSCO #F1 -Q
VICINITY MAP
(NOT TO SCALE)
GRADING & DRAINAGE GENERAL NOTES
1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION
AND MOISTURE CONTENT.
2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD
PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN
MAXIMUM LIFTS OF 6 INCHES.
3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER
THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 27..
4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL,
STATE, AND LOCAL GUIDELINES.
5. ALL PROPOSED AND EXISTING GRADES IN NON -PAVED AREAS ARE "FINISHED GRADE"
(i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL).
6. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS:
6.A. RCP C-76, CLASS III
6.B. ADS N-12
6.C. HANCOR HI-Q
6.D. CONTECH ALUMINIZED ULTRA FLOW
7. UNLESS NOTED, GRATE INLETS TO BE "FORTERRA PIPE AND PRECAST" CATCH BASIN
SIZED AS SHOWN, OR APPROVED EQUAL.
8. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS
0.03 FOOT.
9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS.
10. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE
FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE.
11. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM
504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF
SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH
NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE
STANDARD CITY SPECIFICATIONS.
12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS
OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY
SPECIFICATIONS.
13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL
INLET TOPS NEAR THE OUTLET PIPE.
14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG
ITEM 702.2.4, CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR
STATED IN STANDARD CITY SPECIFICATIONS.
15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE
CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO
ADDITIONAL PAY ITEM FOR CRUSHED STONE BEDDING.
16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT
CONTRACTOR'S EXPENSE.
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF JASON J. LEHIGH, P.E.
TEXAS REGISTRATION NO. 135544
DATE: 07/19/2021
ZA21-0046
0 10 20 40 60
GRAPHIC SCALE IN FEET
L- E G E r___j I=>
B.
BOLLARD
EM®
ELECTRIC METER
PP,
POWER POLE
LS_0
LIGHT STANDARD
WMo
WATER METER
wV®
WATER VALVE
icV®
IRRIGATION CONTROL VALVE
FH<>
FIRE HYDRANT
Co.
CLEANOUT
MH O�
MANHOLE
TSCr�
TRAFFIC SIGNAL CONTROL
TSP ,
TRAFFIC SIGNAL POLE
TELEX
TELEPHONE BOX
�c
FLOOD LIGHT
FP.
FLAG POLE
SIGN
TRAFFIC SIGN
1/2-INCH IRON ROD
IRS
W/"PACHECO KOCH" CAP SET
(C.M.)
CONTROLLING MONUMENT
- -
PROPERTY LINE
x
FENCE
OHL
OVERHEAD UTILITY LINE
613
EXIST CONTOUR
612.39
EXIST SPOT ELEVATION
TO 612.39
EXIST TOP OF CURB ELEVATION
G 611.89
EXIST GUTTER ELEVATION
4OO
PROPOSED CONTOUR
TC
614.50
PROPOSED TOP OF CURB ELEVATION
G
614.00
PROPOSED GUTTER ELEVATION
EL
614.25
PROPOSED SPOT ELEVATION
PROPOSED TOP OF WALL ELEVATION
TW
620.50
PROPOSED GROUND ELEVATION
EL
614.00
AT BOTTOM OF WALL
PROPOSED TOP OF STAIR ELEVATION
TS
620.50
PROPOSED GROUND ELEVATION
BS
614.00
AT BOTTOM OF STAIR
M.G.
MATCH EXISTING GRADE
---
PROPOSED SWALE
PROPOSED GRADE BREAK
PROPOSED DRAINAGE FLOW DIRECTION
PROPOSED 100-YR FLOODPLAIN LIMITS
BENCH MARK LIST
BM# 1 " ❑x " CUT SET ON THE SOUTHEAST CORNER OF A CURB INLET,
70't NORTHWEST FROM AN EASTERN PARKING LOT ENTRANCE , 40't
SOUTHEAST FROM A LIGHT POLE, AND 118'f SOUTH FROM A CURB
INLET.
GRID NORTHING=7,042,674.95
GRID EASTING=2,379,760.58
ELEV=582.47
BM# 3 " ❑x " CUT SET ON A BACK OF CURB AT THE SOUTHERN EDGE OF
A KIRKWOOD BOULEVARD MEDIAN, 50'f EAST OF A PARKING GARAGE
ENTRANCE, 83't NORTHWEST FROM A LIGHT POLE, AND 65't
NORTHEAST FROM A VAULT.
GRID NORTHING=7,043,154.85
GRID EAST] NG=2,379,746.42
ELEV=585.13
BM# 4 " ❑X " CUT SET AT THE EAST EDGE OF A WALKWAY, 40'f
SOUTHWEST FORM THE SOUTHWEST ENTRANCE OF A FOUR-STORY
CONCRETE PARKING GARAGE, 50't NORTHEAST FROM A GRATE INLET,
AND 47't NORTHEAST FROM A LIGHT POLE.
GRID NORTHING=7,042,865.07
GRID EAST] NG=2,379,409.20
ELEV=603.43
CITY BM CITY OF SOUTHLAKE GEODETIC MONUMENT 48, AN ALUMINUM DISK
FOUND AT THE WEST CORNER OF THE INTERSECTION OF HIGHWAY 26
AND S. KIMBALL AVENUE, 5' SOUTHWEST OF S. KIMBALL AVENUE
AND 100't NORTHWEST OF THE CENTERLINE OF THE RAILROAD
TRACK ON THE NORTHWEST SIDE OF HIGHWAY 26.
GRID NORTHING=7,022,931.94
GRID EASTING=2,395,803.07
ELEV=629.94
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF
COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE
NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS
DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION.
BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING
OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION
PRIOR TO ANY CONSTRUCTION.
Y
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0
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PK FILE: 4966-21.288
PK-4966-21.228 GRAD.DWG
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23VTO20 W 119.25' Qr
N 67'26'57" E
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SABRE GRWP CAMPUS DA 2 co ,
(CABINET h PAGE 1211 2.29 II
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3.01
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S 8714 06" W 190.18'
1
N 5934'23" W 31.03' '
N 83'57'24" W .7.08' • •
a ' 9-A04" E 129.53' •
IIf m
41
h
. DA 31 N 86'53'13" W 423.j7;--
DRAINAGE AREA TABLE
DRAINAGE
AREA ID
AREA
(acres)
Tc
(min)
1100
(in/hr)
Ql00
(cfs)
DA 1
0.22
0.90
10
11.55
2.29
DA 2
0.31
0.90
10
11.55
3.22
DA 3
1.17
0.90
10
11.55
12.16
DA 4
0.22
0.90
10
11.55
2.29
DA 5
0.29
0.90
10
11.55
3.01
DA 6
0.31
0.90
10
11.55
3.22
DA 7
0.26
0.90
10
11.55
2.70
DA 8
0.25
0.90
10
11.55
2.60
DA 9
2.86
0.90
10
11.55
29.73
DA 10
1.40
0.90
10
11.55
14.55
DA 11
0.18
0.90
10
11.55
1.87
DA 12
0.39
0.90
10
11.55
4.05
DA 13
2.65
0.90
10
11.55
27.55
DA 14
0.16
0.90
10
11.55
1.66
DA 15
1.61
0.90
10
11.55
16.74
DA 16
0.35
0.90
10
11.55
3.64
DA 17
0.89
0.90
10
11.55
9.25
DA 18
1.10
0.90
10
11.55
11.43
DA 19
0.47
0.90
10
11.55
4.89
DA 20
0.45
0.90
10
11.55
4.68
DA 21
1 0.27
0.90
10
1 11.55
2.81
0 50 100 200 300
GRAPHIC SCALE IN FEET
L- E G E N I=>
B.
BOLLARD
EM®
ELECTRIC METER
PP.
POWER POLE
LS-0
LIGHT STANDARD
WMo
WATER METER
wv(D
WATER VALVE
ICV®
IRRIGATION CONTROL VALVE
FH<>
FIRE HYDRANT
Co.
CLEANOUT
MH O�
MANHOLE
TScr�
TRAFFIC SIGNAL CONTROL
TSP ,
TRAFFIC SIGNAL POLE
TELEX
TELEPHONE BOX
�c
FLOOD LIGHT
FP.
FLAG POLE
SIGN
TRAFFIC SIGN
PROPERTY LINE
x
FENCE
613
EXISTING CONTOUR
450
PROPOSED CONTOUR
00.
DRAINAGE FLOW DIRECTION
■ ■
DRAINAGE DIVIDE
DA 8
PROPOSED DRAINAGE AREA ID
1.00
AREA IN ACRES
7.99
Q100 IN CUBIC FEET PER SECOND
DRAINAGE AREA TABLE
DRAINAGE
AREA ID
AREA
(acres)
C
Tc
(min)
1100
(in/hr)
Q100
(cfs)
DA 22
0.33
0.90
10
11.55
3.43
DA 23
0.73
0.90
1 10
11.55
7.59
DA 24
1.79
0.90
10
11.55
18.61
DA 25
1.09
0.90
10
11.55
11.33
DA 26
0.67
0.90
10
11.55
6.96
DA 27
0.43
0.90
10
11.55
4.47
DA 28
1.61
0.90
10
11.55
16.74
DA 29
1.01
0.90
10
11.55
10.50
DA 30
0.29
0.90
10
11.55
3.01
DA 31
4.01
0.90
10
11.55
41.68
DA 32
0.46
0.90
10
11.55
4.78
DA 33
0.82
0.90
10
11.55
8.52
DA 34
1.24
0.90
10
11.55
12.89
DA 35
0.86
0.90
10
11.55
8.94
DA 36
0.50
0.90
10
11.55
5.20
DA 37
0.49
0.90
10
11.55
5.09
DA 38
0.33
0.90
10
11.55
3.43
DA 39
0.57
0.90
10
11.55
5.93
DA 40
0.21
0.90
10
11.55
2.18
DA 41
0.96
0.90
10
11.55
9.98
DA 42
0.75
0.90
10
11.55
7.80
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF JASON J. LEHIGH, P.E.
TEXAS REGISTRATION NO. 135544
DATE: 07/19/2021
ZA21-0046
EXISTING DRAINAGE AREA MAP FOR THIS
SITE WAS COMPLETED BY JAMES A. RILEY
AS PART OF SABRE CORPORATE CAMPUS,
PHASE 1 PACKAGE, SHEET C26, SIGNED
AND SEALED ON 10/09/2002, FILE
C99201
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF
COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE
NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS
DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION.
BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING
OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION
PRIOR TO ANY CONSTRUCTION.
PK FILE: 4966-21.288
PK-4966-21.228 DAMS.DWG
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1-12" 45' HORZ. BEND
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X v
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FL 12"=592.48 (SW)
CONNECT TO EXISTING 42" RCP -�
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FL 42"=591.23 (S)
INSTALL:
FL 42"=591.23 (N)
1-42"02" 45' WYE CONN
Z Z
1-12" 45' HORZ. BEND
FL 12"=592.69 (E)
n o
FL 42"=591.44 (S)
O�_
FL 42"=591.44 (N)
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0
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FL 12"=599.35 (N)
1
0
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STA 0+00.00 LINE "ST-1C"
CONNECT TO EXISTING 18" RCP
1 I II
INSTALL:
®1
1-18" 45• HORZ. BEND
°I I 1I
°
dz
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FL 18"=597.90 ( )
0
oREM
°
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°I
°
II
I
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EXISTING
° II GRATE IN
EXISTING FIRE
HYDRANT TO BE
RELOCATED NORTH
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INSTALL:
NO. 24 CATCH BASIN
°
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PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF JASON J. LEHIGH, P.E.
TEXAS REGISTRATION NO. 135544
DATE: 07/19/2021
GRADING & DRAINAGE GENERAL NOTES
1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION
AND MOISTURE CONTENT.
2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD
PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN
MAXIMUM LIFTS OF 6 INCHES.
3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER
THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%.
4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL,
STATE, AND LOCAL GUIDELINES.
5. ALL PROPOSED AND EXISTING GRADES IN NON -PAVED AREAS ARE "FINISHED GRADE"
(i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL).
6. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS:
6.A. RCP C-76, CLASS III
6.B. ADS N-12
6.C. CANTOR HI-0
6.D. CONTECH ALUMINIZED ULTRA FLOW
7. UNLESS NOTED, GRATE INLETS TO BE "FORTERRA PIPE AND PRECAST" CATCH BASIN
SIZED AS SHOWN, OR APPROVED EQUAL.
8. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS
0.03 FOOT.
9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS.
10. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE
FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE.
11. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM
504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF
SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH
NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE
STANDARD CITY SPECIFICATIONS.
12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS
OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY
SPECIFICATIONS.
13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL
INLET TOPS NEAR THE OUTLET PIPE.
14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG
ITEM 702.2.4, CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR
STATED IN STANDARD CITY SPECIFICATIONS.
15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE
CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO
ADDITIONAL PAY ITEM FOR CRUSHED STONE BEDDING.
16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR REL��tffiDObT46
CONTRACTOR'S EXPENSE.
0 10 20
40 60
GRAPHIC
SCALE IN FEET
L- E G
E N
B.
BOLLARD
EM®
ELECTRIC METER
PP.
POWER POLE
LS_0
LIGHT STANDARD
WM0
WATER METER
wV0
WATER VALVE
iCV0
IRRIGATION CONTROL VALVE
FHA
FIRE HYDRANT
Co.
CLEANOUT
MH OO
MANHOLE
TSC0
TRAFFIC SIGNAL CONTROL
TSP,
TRAFFIC SIGNAL POLE
TELEX
TELEPHONE BOX
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FLOOD LIGHT
FP,
FLAG POLE
SIGN
TRAFFIC SIGN
1/2-INCH IRON ROD
IRS
W/"PACHECO KOCH" CAP SET
(C.M.)
CONTROLLING MONUMENT
PROPERTY LINE
x
FENCE
OHL
OVERHEAD UTILITY LINE
UNDERGROUND ELECTRIC LINE
T
UNDERGROUND TELEPHONE LINE
UNDERGROUND CABLE LINE
6"W
UNDERGROUND WATER LINE
- 6"SS -
UNDERGROUND SANITARY SEWER LINE
PROP FDC LOCATION
PROP WATER VALVE
PROP FIRE HYDRANT
PROP WATER LINE W/ BEND
PROP SANITARY SEWER LINE
PROP SANITARY SEWER MANHOLE
C
PROP SANITARY SEWER CLEANOUT
EXISTING STORM LINE
30" R.C.P._
PROPOSED STORM LINE
TI
TOP OF INLET
BENCH MARK LIST
BM# 1 " ❑X " CUT SET ON THE SOUTHEAST CORNER OF A CURB INLET,
70'f NORTHWEST FROM AN EASTERN PARKING LOT ENTRANCE , 40'f
SOUTHEAST FROM A LIGHT POLE, AND 118't SOUTH FROM A CURB
INLET.
GRID NORTHING=7,042,674.95
GRID EASTING=2,379,760.58
" ELEV=582.47
BM# 3 ❑X CUT SET ON A BACK OF CURB AT THE SOUTHERN EDGE OF
A KIRKWOOD BOULEVARD MEDIAN, 50't EAST OF A PARKING GARAGE
ENTRANCE, 83't NORTHWEST FROM A LIGHT POLE, AND 65't
NORTHEAST FROM A VAULT.
GRID NORTHING=7,043,154.85
GRID EASTING=2,379,746.42
ELEV=585.13
BM# 4 " ❑X " CUT SET AT THE EAST EDGE OF A WALKWAY, 40't
SOUTHWEST FORM THE SOUTHWEST ENTRANCE OF A FOUR-STORY
CONCRETE PARKING GARAGE, 50't NORTHEAST FROM A GRATE INLET,
AND 47'f NORTHEAST FROM A LIGHT POLE.
GRID NORTHING=7,042,865.07
GRID EASTING=2,379,409.20
ELEV=603.43
CITY BM CITY OF SOUTHLAKE GEODETIC MONUMENT 48, AN ALUMINUM DISK
FOUND AT THE WEST CORNER OF THE INTERSECTION OF HIGHWAY 26
AND S. KIMBALL AVENUE, 5' SOUTHWEST OF S. KIMBALL AVENUE
AND 100'f NORTHWEST OF THE CENTERLINE OF THE RAILROAD
TRACK ON THE NORTHWEST SIDE OF HIGHWAY 26.
GRID NORTHING=7,022,931.94
GRID EASTING=2,395,803.07
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF
COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE
NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS
DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION.
BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING
OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION
PRIOR TO ANY CONSTRUCTION.
CASE NUMBER: ZA21-0046
NO. DATE REVISION
7557 RAMBLER ROAD SUITE 140
Pacheco Koch DALL
DALLAS, TX 75231 972.235.3031
lim TX REG. ENGINEERING FIRM F-469
TX REG. SURVEYING FIRM LS-10008000
UTILITY PLAN
KIRKWOOD OAKS
BUILDING B VESTIBULE ADDITION
LOT IR2, BLOCK 1, KIRKWOOD BOULEVARD
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
DESIGN DRAWN DATE SCALE NOTES FILE NO.
JJL DL 2021 1 "=20' C4 m 1
PK FILE: 4966-21.288
PK-4966-21.228 UTIL.DWG
L CITY OF SOUTHLAKE
� TARRANT COUNTY, TEXAS �
L� BROCKETTE • DAVIS • DRAKE, INC.
�C=>consulting engineers
Civil & Structural Engineering • Surveying
4144 North Central Expressway, Suite 1100 • Dallas, Texas 75204
( 214 ) 824-3647 • fax ( 214 ) 824.7064
DESIGNED I DRAWN I DATE I SCALE I NOTES
JAR I DJR 101 /03/001 lot=100' 1 BDD
FILE I NO
C99201 I C26
FACADE MATERIAL SUMMARY
Masonry Ordinance 557-A
Per Section 1(a) - Requires 80% of walls to be constructed
using a masonry material,
excluding windows, doors, roofs, glass construction materials, or sidewalk and walkway
covers. This Addition complies with the ordinance as
described below.
ELEVATIONS:
North
Total:
2437 sf
Glass & Aluminum Curtainwall and Doors:
1971 sf
Masonry - Concrete:
466 sf
South (East)
Total:
431 sf
Glass & Aluminum Curtainwall and Doors:
431 sf
South (West)
Total:
143 sf
Glass & Aluminum Curtainwall and Doors:
109 sf
Masonry — Concrete:
34 sf
East
Total:
1453 sf
Glass & Aluminum Curtainwall and Doors:
1373 sf
Painted Metal Panel:
80 sf
West
Total:
394 sf
Glass & Aluminum Curtainwall and Doors:
254 sf
Painted Metal Panel:
32 sf
Masonry — Concrete:
109 sf
TOTALS
Total Wall Area:
4,858 sf
Glass & Aluminum Curtainwall and Doors:
4,138 sf
Remaining Wall Area:
720 sf
Masonry — Concrete:
609 sf (85% of wall area)
T.0- PARAPET
114'-6"
GLASS AND ALUMINUM
CURTAINWALL
LEVEL 1
100' - 0"
C
GROUND LEVEL y
CONCRETE
b.
- I ..rir.9F.
�. yrw. ......... .r'.
CAWLEY PARTNERS
OWNER
16400 N. DALLAS PARKWAY, SUITE 150
DALLAS, TEXAS 75248
MDW STUDIO
ARCHITECT
3303 LEE PARKWAY, 5TH FLOOR
DALLAS, TEXAS 75219
L.A. FUESS PARTNERS, INC.
STRUCTURAL ENGINEER
3333 LEE PARKWAY, #300
DALLAS, TEXAS 75219
PURDY-MCGUIRE, INC.
MEP ENGINEER
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TEXAS 75248
PACHECO KOCH
CIVIL ENGINEER
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
DELINEATOR
LANDSCAPE ARCHITECT
3525 CEDAR SPRINGS RD, SUITE 105
DALLAS, TEXAS 75219
NO. REVISION DATE
SITE SUBMITTAL
CASE NO.: ZA21-0046
ELEVATIONS
07/19/2021
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
PAINTED METAL PANEL
WEST ELEVATION
SCALE: 1/4" = 1'-0"
r.O. PARAPET
114' 6"
PAINTED METAL PANEL
GLASS AND ALUMINUM
CURTAINWALL
CONCRETE
LEVEL 1 `1
100' - 01
T.O. PARAPET
114' - 6"
GLASS AND ALUMINUM
CURTAINWALL
LEVEL 1
100'-01
GROUND LEVEL �.
81'-6"
SOUTH (WEST) ELEVATION
SCALE: 1/4" = 1'-O"
T.O. PARAPET
114'-6"
GLASS AND ALUMINUM
CURTAINWALL
CONCRETE
LEVEL
100' - 0"
T.Q. PARAPET
114' - 6"
GLASS AND ALUMINUM
CURTAINWALL
LEVEL
100' - 0"
3ROUNDLEVEL
CAWLEY PARTNERS
OWNER
16400 N. DALLAS PARKWAY, SUITE 150
DALLAS, TEXAS 75248
MDW STUDIO
ARCHITECT
3303 LEE PARKWAY, 5TH FLOOR
DALLAS, TEXAS 75219
L.A. FUESS PARTNERS, INC.
STRUCTURAL ENGINEER
3333 LEE PARKWAY, #300
DALLAS, TEXAS 75219
PURDY-MCGUIRE, INC.
MEP ENGINEER
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TEXAS 75248
PACHECO KOCH
CIVIL ENGINEER
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
DELINEATOR
LANDSCAPE ARCHITECT
3525 CEDAR SPRINGS RD, SUITE 105
DALLAS, TEXAS 75219
NO. REVISION DATE
SITE SUBMITTAL
CASE NO.: ZA21-0046
ELEVATIONS
07/19/2021
EAST ELEVATION
SCALE: 1/4" = 1'-0"
SOUTH (EAST) ELEVATION
SCALE: 1/4" = 1'-0"
wk -
�G
A
r
VIEW FROM SABRE DRIVE
CAWLEY PARTNERS
OWNER
16400 N. DALLAS PARKWAY, SUITE 150
DALLAS, TEXAS 75248
MDW STUDIO
ARCHITECT
3303 LEE PARKWAY, 5TH FLOOR
DALLAS, TEXAS 75219
L.A. FUESS PARTNERS, INC.
STRUCTURAL ENGINEER
3333 LEE PARKWAY, #300
DALLAS, TEXAS 75219
PURDY-MCGUIRE, INC.
MEP ENGINEER
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TEXAS 75248
PACHECO KOCH
CIVIL ENGINEER
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
DELIN EATOR
LANDSCAPE ARCHITECT
3525 CEDAR SPRINGS RD, SUITE 105
DALLAS, TEXAS 75219
NO. REVISION DATE
SITE SUBMITTAL
CASE NO.: ZA21-0046
RENDERINGS
07/19/2021
KIRKWOOD OAKS
SOUTHLAKE, TX
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VIEW OF BRIDGE CONNECTION
CAWLEY PARTNERS
OWNER
16400 N. DALLAS PARKWAY, SUITE 150
DALLAS, TEXAS 75248
MDW STUDIO
ARCHITECT
3303 LEE PARKWAY, 5TH FLOOR
DALLAS, TEXAS 75219
L.A. FUESS PARTNERS, INC.
STRUCTURAL ENGINEER
3333 LEE PARKWAY, #300
DALLAS, TEXAS 75219
PURDY-MCGUIRE, INC.
MEP ENGINEER
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TEXAS 75248
PACHECO KOCH
CIVIL ENGINEER
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
DELINEATOR
LANDSCAPE ARCHITECT
3525 CEDAR SPRINGS RD, SUITE 105
DALLAS, TEXAS 75219
NO. REVISION DATE
SITE SUBMITTAL
CASE NO.: ZA21-0046
RENDERINGS
07/19/2021
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CAWLEY PARTNERS
OWNER
16400 N. DALLAS PARKWAY, SUITE 150
DALLAS, TEXAS 75248
MDW STUDIO
ARCHITECT
3303 LEE PARKWAY, 5TH FLOOR
DALLAS, TEXAS 75219
L.A. FUESS PARTNERS, INC.
STRUCTURAL ENGINEER
3333 LEE PARKWAY. #300
DALLAS, TEXAS 75219
PURDY-MCGUIRE, INC.
MEP ENGINEER
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TEXAS 75248
PACHECO KOCH
CIVIL ENGINEER
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
DELINEATOR
LANDSCAPE ARCHITECT
3525 CEDAR SPRINGS RD, SUITE 105
DALLAS, TEXAS 75219
NO. REVISION DATE
SITE SUBMITTAL
CASE NO.: ZA21-0046
RETAINING WALL MATERIALS
07/19/2021
EXISTING CONCRETE ON SITE
CAWLEY PARTNERS
OWNER
16400 N. DALLAS PARKWAY, SUITE 150
DALLAS, TEXAS 75248
MDW STUDIO
ARCHITECT
3303 LEE PARKWAY, 5TH FLOOR
DALLAS, TEXAS 75219
L.A. FUESS PARTNERS, INC.
STRUCTURAL ENGINEER
3333 LEE PARKWAY. #300
DALLAS, TEXAS 75219
PURDY-MCGUIRE, INC.
MEP ENGINEER
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TEXAS 75248
PACHECO KOCH
CIVIL ENGINEER
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
DELINEATOR
LANDSCAPE ARCHITECT
3525 CEDAR SPRINGS RD, SUITE 105
DALLAS, TEXAS 75219
NO. REVISION DATE
SITE SUBMITTAL
CASE NO.: ZA21-0046
RETAINING WALL MATERIALS
07/19/2021
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FOUR-STORY I I
3524 CONCRETE BUILDING 6 75, ?422 I w
I242 243525 • 2458
� Q I I 246 �
T
Q
2426J I I 2455 `�
o I I I • 2464 Z
• 2427 l O l I I 2454 O
0 � I
UNDISTURBED AREA 243I I I •2451
2431
2467
Lu I I o
• 2434 I W
W I I I
• 2435 v J 241I • 2468 z
t3 • 2450
w w I I • 2442 • 2471 r^ I
oQ I vJ I
I 2447 I
• 2438
76 �
m 00 m m ° 1243 2446 J I
N I
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O W � I
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CD
-
• 3655 Co. CD I
w z 15' WATER EASEMENT 10' TXUCr
I
3sss (CAB. A, PG. 7212) I I EASEMENT I
(VOL.15047,
— PG. 246) I
3657 _�
— z
— I • 7287
• 3658 L — — — — — 15' WATER EASEMENT
o 3659
(CAB. A, PG. 7212)
3sso 190.18' _ — — —
3661 — — 3J 728 ' 12s38 IL I
PROPERTY LINE °3• l► > 700, N
M I
I 57.08' I
I
I 1
1 1.60
t10
1265
1262
o �1
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• 1663
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1281
• 1666
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1668 m
1674 1673 • 1672 1671 • 1670 GJ$9 h h� h M Q ww
1675 u W
7
• 1274 ' S�
1273
• 1270
1269 s Q
s z C(
TREE PROTECTION FENCE TYPE I z
o
ds 'A', REFER TO DETAILS, L-013
i TREE RELOCATION ZONE I i Z _
a
a �
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• 1293 I Q
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CRITICAL ENVIRONMENTAL FEATURES NOTES
1. NO KNOWN WATER FEATURES (CREEKS, STREAMS, PONDS
OR DRAINAGE CHANNELS EXIST WITHIN 50' OF NOTED
DEVELOPMENT AREA).
UNDISTURBED AREA 2. NO CRITICAL TOPOGRAPHICAL FEATURES OCCUR EXCEPT
SOME AREAS OF GRADE OVER 5% OCCURRING EAST AND
SOUTHEAST OF SABRE DRIVE. (PREVIOUSLY GRADED AREAS)
3. DEVELOPMENT AREA SHALL OCCUR WITHIN PREVIOUSLY
DEVELOPED OR ALTERED LAND COMPRISED OF PREVIOUS
CONSTRUCTION COMPOUND FOR BUILDING CONSTRUCTION.
NOTES
1. CRITICAL ROOT ZONE IS THE DRIP LINE OF THE TREE SHOWN IN THE EXISTING TREE BLOCKS.
2. TREES NOTED AS TRANSPLANTED SHALL BE TRANSPLANTED
PRIOR TO CONSTRUCTION WITHIN THE TREE RELOCATION ZONES. REFER TO SHEET L-012,
LANDSCAPE SITE PLAN.
3. DEVELOPMENT AREA DOES NOT LIE WITHIN OR INTERFERE WITH ANY OF THE CITY OF
SOUTHLAKE DESIGNATED ENVIRONMENTAL RESOURCE PROTECTION AREAS (ERP MAP) OR
ORDINANCE 480-313 CONSERVATION AREAS.
DRAWING SCALE: 1 II = `) 01-011
0 15 30 60
v
TW
Wo
Q 1314
I�
W
• 1066 O
l a.
Ioo
• 106881�
z I
oN I
J
I ~
ww
z \
� I
7319 • 7322
I
'320 •7321 w
RECREATIONAL
AREA
PROJECT kOCATION
o
w
ti
6RIAR c�.> Lr._
�F ws
'Pa TARRANT C
VICINITY MAP
(NOT TO SCALE)
TREE PRESERVATION
LEGEND
SYM
NAME
o
EXISTING TREE TO REMAIN
EXISTING TREE TO BE PROTECTED
0°
AND TRANSPLANTED ON -SITE,
REFER TO L-012 FOR TREE PLAN
EXISTING TREE TO BE REMOVED
LIMIT OF WORK
TREE PROTECTION FENCE , 4' HT
MESH TREE PROTECTION FENCE,
REF. DETAILS L - 013
UNDISTURBED/PROTECTED AREAS,
REFER TO TREE FENCING
LOCATIONS NEAR CONSTRUCTION AREAS
TREE RELOCATION ZONES, EXISTING TREES
IN AND ADJACENT TO TREE RELOCATION
ZONES WILL PROTECTED AS NEEDED AND
PRESERVED (NOT IN CONSTRUCTION ZONE)
TREE 7ABLE
PO/NTNO.
DESCRIPTION
1085
20" CHINESE PISTACHIO
1116
4"
PLUM
1117
4"
PLUM
1162
8"
LACE BARK ELM
1190
3"
PLUM
1191
3"
PLUM
1261
5"
LIVE OAK
1262
6"
LIVE OAK
1265
7"
LIVE OAK
1266
6"
LIVE OAK
1269
5"
LIVE OAK
1270
5"
LIVE OAK
1273
3"
LIVE OAK
1274
3"
LIVE OAK
1281
6"
LIVE OAK
1284
4"
LIVE OAK
1293
6"
LIVE OAK
1296
5"
LIVE OAK
1314
7"
LIVE OAK
1384
4"
PLUM
1385
4"
PLUM
1482
5"
LACE BARK ELM
1510
6"
PLUM
1513
6"
PLUM
1544
6"
LACE BARK ELM
1571
3"
PLUM
1577
5"
PLUM
1663
6"
MULTI -TRUNK CEDAR
1664
6"
MULTI -TRUNK CEDAR
1665
6"
MULTI -TRUNK CEDAR
1666
6"
MULTI -TRUNK CEDAR
1667
6"
MULTI -TRUNK CEDAR
1668
6"
MULTI -TRUNK CEDAR
1669
10" MULTI -TRUNK CEDAR
1670
10" MULTI -TRUNK CEDAR
1671
6"
CEDAR
1672
6"
CEDAR
1673
6"
CEDAR
1674
6"
CEDAR
1675
4"
CEDAR
1676
4"
CEDAR
1677
6"
CEDAR
1678
6"
CEDAR
1794
4"
LACE BARK ELM
1844
9"
LIVE OAK
2198
8"
LIVE OAK
2201
10" LIVE OAK
2202
10" LACE BARK ELM
2205
5"
LACE BARK ELM
2210
8"
LACE BARK ELM
PlAR70AL
4OP08HAPINIM SURW V
KIRKWOOD OAKS
LOCATED IN THE CITY OF SOUTHLAKE, TEXAS
AND BEING OUT OF THE
U. P. MARTIN SURVEY, ABSTRACT NO. 1015,
TARRANT COUNTY, TEXAS
7557 RAMBLER ROAD SUITE 140
Pacheco Koch
DALLAS, TX 75231 972.235.3031
TX REG. ENGINEERING FIRM F-469
TX REG. SURVEYING FIRM LS-10008C
DRAWN BY CHECKED BY SCALE DATE 1JOB NUMBER
JM JM SCAT 05/21/2021 4966-21.228
TREE TABLE
PO/NTNO,
DESCRIPTION
2211
10" LIVE OAK
2219
4" LACE BARK ELM
2220
4" LIVE OAK
2223
8" LIVE OAK
2228
5" LIVE OAK
2251
4" LACE BARK ELM
2252
6" LACE BARK ELM
2255
6" LACE BARK ELM
2260
7" LIVE OAK
2262
7" LIVE OAK
2263
8" LIVE OAK
2268
12" LACE BARK ELM
2271
9" LACE BARK ELM
2274
9" LACE BARK ELM
2275
8" LACE BARK ELM
2278
6" MULTI -TRUNK CREPE MYRTLE
2281
8" MULTI -TRUNK CREPE MYRTLE
2282
8" MULTI -TRUNK CREPE MYRTLE
2285
6" MULTI -TRUNK CREPE MYRTLE
2286
6" MULTI -TRUNK CREPE MYRTLE
2289
3" MULTI -TRUNK CREPE MYRTLE
2290
4" MULTI -TRUNK CREPE MYRTLE
2291
6" MULTI -TRUNK CREPE MYRTLE
2296
6" MULTI -TRUNK CREPE MYRTLE
2297
6" MULTI -TRUNK CREPE MYRTLE
2300
8" MULTI -TRUNK CREPE MYRTLE
2301
8" MULTI -TRUNK CREPE MYRTLE
2304
8" MULTI -TRUNK CREPE MYRTLE
2305
8" MULTI -TRUNK CREPE MYRTLE
2308
12" SWEET GUM
2309
12" SWEET GUM
2312
8" SWEET GUM
2313
8" SWEET GUM
2316
7" SWEET GUM
2317
7" SWEET GUM
2320
7" SWEET GUM
2321
12" SWEET GUM
2324
8" SWEET GUM
2325
8" SWEET GUM
2328
4" SWEET GUM
2329
6" SWEET GUM
2330
6" SWEET GUM
2331
6" SWEET GUM
2334
12" MULTI -TRUNK CREPE MYRTLE
2335
10" MULTI -TRUNK CREPE MYRTLE
2336
12" MULTI -TRUNK CREPE MYRTLE
2337
10" MULTI -TRUNK CREPE MYRTLE
2338
10" MULTI -TRUNK CREPE MYRTLE
2341
12" MULTI -TRUNK CREPE MYRTLE
2342
14" MULTI -TRUNK CREPE MYRTLE
2345
10" MULTI -TRUNK CREPE MYRTLE
2346
10" MULTI -TRUNK CREPE MYRTLE
2349
10" MULTI -TRUNK CREPE MYRTLE
2350
10" MULTI -TRUNK CREPE MYRTLE
2353
10" MULTI -TRUNK CREPE MYRTLE
2392
12" MULTI -TRUNK CREPE MYRTLE
2393
10" MULTI -TRUNK CREPE MYRTLE
2396
10" MULTI -TRUNK CREPE MYRTLE
2399
1220" MULTI -TRUNK CREPE MYRTLE
2400
1220" MULTI -TRUNK CREPE MYRTLE
2403
10" MULTI -TRUNK CREPE MYRTLE
2405
12" MULTI -TRUNK CREPE MYRTLE
2408
13" MULTI -TRUNK CREPE MYRTLE
2409
12" MULTI -TRUNK CREPE MYRTLE
2412
12" MULTI -TRUNK CREPE MYRTLE
2413
12" MULTI -TRUNK CREPE MYRTLE
2416
12" MULTI -TRUNK CREPE MYRTLE
2417
13" MULTI -TRUNK CREPE MYRTLE
2422
13" MULTI -TRUNK CREPE MYRTLE
2985
8" LIVE OAK
4712
4" LACE BARK ELM
7605
3" PLUM
7608
3" PLUM
CAWLEY PARTNERS
OWNER
16400 N. DALLAS PARKWAY, SUITE 150
DALLAS, TEXAS 75248
MDW STUDIO
ARCHITECT
3303 LEE PARKWAY, 5TH FLOOR
DALLAS, TEXAS 75219
L.A. FUESS PARTNERS, INC.
STRUCTURAL ENGINEER
3333 LEE PARKWAY, #300
DALLAS, TEXAS 75219
PURDY-MCGUIRE, INC.
MEP ENGINEER
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TEXAS 75248
PACHECO KOCH
CIVIL ENGINEER
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
DELINEATOR
LANDSCAPE ARCHITECT
3525 CEDAR SPRINGS RD, SUITE 105
DALLAS, TEXAS 75219
NO. REVISION DATE
SITE SUBMITTAL
Case No.: ZA21-0046
TREE SURVEY AND TREE
CONSERVATION PLAN
07/19/2021
L-01 0
J
FIVE -STORY
CONCRETE PARKING GARAGE
ARCHITECTURAL
BRIDGE
CONNECTION
ABOVE
J
0
0
r
000
PROPERTY LINE
Co
0
�_ U
2 0cn
_,
1,
o�
z
J
0
C . o z
o
LIMIT OF RK O
IOU®
fy
IT -
0
m )
® Q J
O
NOTES
1. RENDERED SITE PLAN FOR GRAPHIC REFERENCE. REFER TO
LANDSCAPE SITE PLAN DRAWINGS AND CIVIL DRAWINGS FOR
INFORMATION.
CAWLEY PARTNERS
OWNER
16400 N. DALLAS PARKWAY, SUITE 150
DALLAS, TEXAS 75248
MDW STUDIO
ARCHITECT
3303 LEE PARKWAY, 5TH FLOOR
DALLAS, TEXAS 75219
L.A. FUESS PARTNERS, INC.
STRUCTURAL ENGINEER
3333 LEE PARKWAY, #300
DALLAS, TEXAS 75219
PURDY-MCGUIRE, INC.
MEP ENGINEER
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TEXAS 75248
PACHECO KOCH
CIVIL ENGINEER
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
DELINEATOR
LANDSCAPE ARCHITECT
3525 CEDAR SPRINGS RD, SUITE 105
DALLAS, TEXAS 75219
I u
T OF wo KLIMI
o0 1
LIMIT OF \NOR
N �
® o 1
.�
��_ � r r-•-; J .—� s33d
S3�dd5 ZFn
J "
r
w 00
m z I>
Q� m
DRAWING SCALE: 1 = 301_oii
0 15 30 60 NORTH
J 2
n o
STU R D J GRAPEVINE
a BLUEBIRD RECREATIONAL
E E AREA N BASS AREA
NO. REVISION DATE
1 PROJECT CATION
SITE SUBMITTAL
0
rw CITY SITE PLAN
KING Case No.: ZA21-0046
_ w
• • U
2
4 BRIAR !yo
00
RENDERED LANDSCAPE SITE PLAN
07/19/2021
Y � U
57.08' TARRANT COUNTY
L-0 I I
990
•
VICINITY MAP DELINEATOR
•
(NOT TO SCALE) ,
FIVE -STORY
CONCRETE PARKING GARAGE
ARCHITECTURAL
BRIDGE
CONNECTION
ABOVE
190.18'
PROPERTY LINE
DRAWING SCALE: 1 11= 301-011
0 15 30 60
w
U
2
TARRANT C
PLAN
LEGEND
SYM NAME
EXISTING TREE TO BE PROTECTED
AND REMAIN
EXISTING TREE TO BE PROTECTED
AND TRANSPLANTED ON -SITE,
REFER TO L-010 FOR TREE PLAN
AND TREE ID CHART
PLANTING PLAN MATERIAL LIST
SYM COMMON NAME BOTANICAL NAME SIZE & REMARKS
TREES
CE
Ulmus crassifolia
6" caliper, single trunk
0
Cedar Elm
0
CM
Lagerstroemiaindica
3" caliper, multi -trunk
Crape Myrtle
.
JG
Magnolia liliflora
3" caliper, multi -trunk
Japanese Magnolia
O
JM
Acerpalmatum
3" caliper, multi -trunk
Japanese Maple
o
LE
Ulmus parvifolia
3" caliper, single trunk
Lacebark Elm
0
PC
Taxodium ascendens
6" caliper, single trunk
Pond Cypress
Lawn
Shrubs
Groundcover
Perennials and
Seasonal Color
PROPOSED INTERIOR PLANTING - at new buildina entry and Darkina pedestrian connect
Planting Type Quantity
Area (sf)
Required
Total interior landscape
6407
1268 SF
J Canopy Trees 13
3
Understory Trees 7
5
Shrubs
1074
32
Groundcover
2550
190 SF
Seasonal Color
475
25 SF
Upper and Lower Garden
2308
could be counted toward either groundcover or shrubs or combination
CAWLEY PARTNERS
OWNER
16400 N. DALLAS PARKWAY, SUITE 150
DALLAS, TEXAS 75248
MDW STUDIO
ARCHITECT
3303 LEE PARKWAY, 5TH FLOOR
DALLAS, TEXAS 75219
L.A. FUESS PARTNERS, INC.
STRUCTURAL ENGINEER
3333 LEE PARKWAY, #300
DALLAS, TEXAS 75219
PURDY-MCGUIRE, INC.
MEP ENGINEER
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TEXAS 75248
PACHECO KOCH
CIVIL ENGINEER
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
DELINEATOR
LANDSCAPE ARCHITECT
3525 CEDAR SPRINGS RD, SUITE 105
DALLAS, TEXAS 75219
���,pNDSCgoF
9
�PSL q `
UR+
5
07.19.21
NOT FOR CONSTRUCTION
NO. REVISION DATE
SITE SUBMITTAL
CITY SITE PLAN
Case No.: ZA21-0046
LANDSCAPE PLAN
07/19/2021
L-01 2
V11611vi l r 1wH r
(NOT TO SCALE)
• - • : 1 • '• • •INN, Mv
18" MIN DEPTH
-• • '•
1 • •
•
-N-N-N-"-N.'IN OOCio l-N-N-N-N-N-p-N-N-N-N-N-N-N-N-N-N
N-N- -N-N-N,.N-�- N-N- -N-N-N-N-• 1-N- -N- -N- -
N-N-N-N-N-N.'IN-N-N-N-N-N-N-N-N,.N-N- IN-N-N-N-N-N-N�.N.•II -N-N-M-N-N-N-N-N-
N-N-N-N-Y-N.' IN-N-N-N-N-N-N-N-N'.N-N- IN-M-M-N-M-N-N„N.NI•-N-N-N-N-N-N-N-N A-
N- N-N-N-N-N.'IN-N-N-N•�N-N-N-N-N,.N-N- IM-N-N-N-II-N-M-N-N�N-N-M-N
N.�5
-
Alp
-N-N-N•.N-N.'IN-N-N-.N-N-N-
11I-�w W-AI1���������������������������������
N-N-N-N-\.,IN-N-N I.N-N-N-M-N-N-N-N-N-N-N-N-N-N-N-N-•II", N•-N-N-N-N-N-N-M-N-
TENSAR OR EQ. POLYVINYL OR PLASTIC (1) STRAND 12 GA. GALV. WIRE
STRINGER, 2" OFF TOP OF BARRIER
-M-NwN-N.1�e M-N-N-N4M-II-N-M-N-N-N4N-N-N-N-N-N-N-N� ••.•1.•,.N-N-N-N-N-N-N'N-N
•- 1 FENCE. AFFIX FENCE TO EACH ,•
AROUNDST
CONTINUOUS
.• .
-. ROWIRE STRINGER WITH WIRE
TIES AT APPX. 24" O/C, EACH
TYPICAL TYPE 'A' TREE PROTECTION FENCE
METAL STRAPPING
2"x4" NOMINAL, S.Y.P.
PLANKS, SET PARALLEL
TO TREE TRUNK
EXISTING TREE
PLAN VIEW
4'-0" HGT. ORANGE TREE
BARRIER FENCE, REFER TO
DETAILS. THIS SHEET
MULCH LAYER,3" DEEP UNDER
TREE DRIPLINE IN TRAFFIC
ZONES ADJACENT TO EXISTING
TREES
EXISTING SUB -GRADE
181, MIN. THREE LAYERS BURLAP WRAP
AROUND 2 x4. ±12" WIDE. AT
TOP AND BOTTOM OF EACH 2X4 .
MAINTAIN OPEN BARK OVER
MAJORITY OF TREE TO LESSEN
POSSIBLE BUG AND DISEASE
INTRUSION
ARMOR QUANTITY
(EVENLY SPACED AROUND TREE)
6"-7" TREE - 3 PLANKS
8"-11" TREE -4 PLANKS
12"-15" TREE - 5 PLANKS
16"-20" TREE - 6 PLANKS
0
2"x4" NOM., S.Y.P.
SET PARALLEL
TO TREE TRUNK
Na
112" WIDE METAL STRAPPING
00 CINCH TIGHT ENOUGH TO
HOLD 2"x4" IN PLACE BUT NOT
TO DAMAGE TREE BARK
z�
(o 0
TYPICAL 2" X 4" TREE ARMORING DETAIL
TYPICAL SECTION, NTS
TYPICAL SECTION, NTS
TREE PROTECTION/REMOVAL SUMMARY
TREE
CALIPER
SUMMARY
QUANTITY
INCHES
EXISTING DEVELOPMENT AREA TREES"
101
840
PROPOSED DEVELOPMENT AREA TREE REMOVAL
13
107
BUILDING FOOTPRINT REMOVALS
0
0
(Trees not required for mitigation)
H
H
z
W
DEAD/DISEASED REMOVALS
0
0
cc
(Trees not required for mitigation)
0
W
oe
c
NON PROTECTED SPECIES REMOVALS
0
0
a
(Trees not required for mitigation)
S
z
0
z
N/A
N/A
0
W
C3
z
0
a
S
g
SITE TREE MITIGATION REQUIRED (CALIPER INCH)
N/A
107 (MIN.)
(Required 1 Caliper Inch Mitigation per 1 Caliper Inch
W
Removed)
°C
SITE TREE MITIGATION PROVIDED (CALIPER INCH)
23
109
C
(Required 1 Caliper Inch Mitigation per 1 Caliper Inch
W
Removed)
W
H
W
H
H
Note- Mitigation Tree species, sizes and locations are noted on Site Landscape Plan,
Refer to L -012 and shall abide and follow City of Southlake Ordinances and Code
Regulations.
**Note- Actual count is for immediate area only and does not incorporate entire site
and does not include trees 6" caliper and less as mitigation is not required per City of
Southlake for trees 6'' and less in caliper inch.
Note- TREE ARMORING TO BE USED FOR ALL TREES WHERE CONSTRUCTION
OPERATIONS ARE TO OCCUR WITHIN 8' OF TREE TRUNK OR AS REQUIRED BY
LANDSCAPE ARCHITECT OR BY LOCAL, STATE, OR FEDERAL OFFICIALS.
CAWLEY PARTNERS
OWNER
16400 N. DALLAS PARKWAY, SUITE 150
DALLAS, TEXAS 75248
MDW STUDIO
ARCHITECT
3303 LEE PARKWAY, 5TH FLOOR
DALLAS, TEXAS 75219
L.A. FUESS PARTNERS, INC.
STRUCTURAL ENGINEER
3333 LEE PARKWAY, #300
DALLAS, TEXAS 75219
PURDY-MCGUIRE, INC.
MEP ENGINEER
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TEXAS 75248
PACHECO KOCH
CIVIL ENGINEER
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TEXAS 75231
DELINEATOR
LANDSCAPE ARCHITECT
3525 CEDAR SPRINGS RD, SUITE 105
DALLAS, TEXAS 75219
�,pNDSCgpF
Q '�9
L A
rn
�F OF �
07.19.21
NOT FOR CONSTRUCTION
NO. REVISION DATE
SITE SUBMITTAL
CITY SITE PLAN
Case No.: ZA21-0046
TREE PROTECTION DETAILS AND
TREE TABLE SUMMARY
07/19/2021
L-01 3