Item 6A - PlansS
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THOMAS E
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ABSTRACT
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N89°19'39"E 868.70'
S37°55'31"E
227.97'
S4°38'46"W
14.75'
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5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
PROPOSED LOT 1
GMi HEADQUARTERS
57,500 SF INDUSTRIAL
22,500 SF OFFICE (2-STORY)
7.11 AC
FFE = 678.00
195 PARKING SPACES PROVIDED
(6 ADA SPACES)
VILLAGE CENTER DRIVE
PROPOSED LOT 2
FUTURE DEVELOPMENT
17,040 SF BUILDING
1.19 AC
0.32 AC
R
3
0
'
R
5
4
'
R
5
4
'
R
3
0
'
R
3
0
'
R
5
4
'
R30
'
FL
R30'
R3
0
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R
3
0
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R
3
0
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R8'
R1
0
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R
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R
3
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R1
0
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R1
0
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R
1
0
'
R3
0
'
R10
'
R
2
0
'
PROP. FH
PROP. FH
PROP. GRATE INLET
PROP. DOM. METER
PROP.
IRR.
METERPROP. FH
PROP.
FH
PROP.
GRATE
INLET
PROP. GRATE
INLET
EX. FH
65.99'
68.26'
PROP. GRATE
INLET
PROPOSED DETENTION
POND AREA
R6'
1
3
'
1
3
'
1
3
'
1
3
'
13'
R30'
R3
0
'
R
3
0
'
R3
0
'
R30
'
PROPOSED LOT 3
FUTURE DEVELOPMENT
17,040 SF BUILDING
1.64 AC
PROPOSED LOT 4
FUTURE DEVELOPMENT
24,700 SF BUILDING
2.91 AC
EX. SSMH
120'10.5'
2
4
'
24'
FL
20.29'24' FL 18'5'
44.29'
26' FL
3
0
'
2
2
'
18'
9
'
9'9'9'
9'9'9'
1
8
'
9'9'9'
9'
TYP.
6
'
1
9
.
1
2
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2
4
'
1
8
'
1
8
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2
4
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1
8
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7
.
2
5
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1
8
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9'
TYP.
5
.
4
5
'
18' TYP.
18' TYP.
9
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9
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9
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P
.
20'
1
2
'
3
0
'
24' FL
30'
3
0
'
F
L
24'
PROP. STAIRS TO SECOND
STORY (SEE ARCH. PLANS
FOR DETAILS)
1
0
'
13.16 AC (TOTAL)
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
EX. ZONING = AG
PROPOSED ZONING = SP-2
L.U.D. = MIXED USE
LO
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LOT 6
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
EX. ZONING: SF1-A
L.U.D.: MIXED USE
OWNER: TRI DAL REAL ESTATE LTD.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.
EX. ZONING: SF1-A
L.U.D.: LOW DENSITY RESIDENTIAL
OWNER: HARMAN COURTNEY J
LOT 2-R2, BLOCK 3
CORNERSTONE BUSINESS PARK
DOC. No. D215014058 P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
OWNER: SILICON TEXAS PROPERTIES LLC
LOT 2-R3, BLOCK 3
CORNERSTONE BUSINESS PARK
DOC. No. D215014058 P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
OWNER: CCW-516 SILICON LLC
LOT 2-R1, BLOCK 3
CORNERSTONE BUSINESS PARK
DOC. No. D215014058 P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
OWNER: FATCAT LLC
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
OWNER: LIMC REAL ESTATE LLC
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110 P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
LOT 1 BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: MIXED USE
OWNER: MPA SOUTHLAKE MOB LLC
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110 P.R.T.C.T.
EX. ZONING: SP2
L.U.D.: OFFICE COMMERCIAL
OWNER: HARBOR TOWN PARTNERS LP
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
OWNER: CAVU EQUITY GROUP LLC
30'
F
L
1
0
'
-
D
B
U
F
F
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A
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D
10' LANDSCAPE SETBACK
±
1
4
5
.
9
'
T
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5
'
TYP.
TYP.
TYP.
LOT 11
EASTER, THOMAS SURVEY; A474
EX. ZONING: AG
L.U.D: MIXED USE
OWNER: 2021 PRIMROSE OFFICE II LLC
CONNECT TO EX.
VILLAGE CENTER DRIVE
CROSS ACCESS DRIVE
TO VILLAGE CENTER
TO BE CONSTRUCTED
IN PHASE 1
PHASE 1
TRUCK
LOADING ZONE
EX. TREES TO REMAIN
(TYP.)
PROP. CONCRETE
HEADWALL
PROP. CONCRETE
HEADWALL
PROP. CONCRETE
HEADWALL
PROP.
GRATE
INLET
PHASE 2
2
5 9
5
7
6 4
8
5
R
1
0
'
R10
'
2
5
R
8
'
R10
'
1
2
.
0
5
'
1
7
.
9
5
'
1
8
'
2
1
0
2
.
1
2
'
128.73'
10
R
3
0
'
R30
'
1
5.5'
1
0
1
.
3
9
'
PROP. 15' UTILITY EASEMENTPROP. 30' ACCESS EASEMENT
P
R
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P
.
2
4
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A
C
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S
S
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A
S
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M
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N
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PROP. 30' ACCESS EASEMENT
LOA
D
I
N
G
LOADING
75'
1
0
'
PROP. GRATE INLET
PROP. GRATE INLET
PROP. SSWR MANHOLE
PROP. SSWR MANHOLE
PROP. SSWR MANHOLE
PROP. STORM MANHOLE
PRO
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1
PROP. 10'
SSWR
EASEMENT
PROP. 5'
RETAINING WALL
PROP. VAR. HEIGHT
RETAINING WALL
T/ET/E
R30'
R
3
0
'
R
5
4
'
2
2
PROP. FH
PROP. WATER
METER
PROP. FH
EX. SSWR
MANHOLE
EX. SSWR MH
EX. PP
PROP. WATER METER
PROP. GRATE INLET
PROP. GRATE INLET
9
9
PROP. 15' UTILITY
EASEMENT
R1
0
'
30'
R
1
0
'
R10
'
R
1
0
'
4.5'
5.13'
18'24'18'8.5'
24' COMMON ACCESS
EASEMENT
2
0
'
18
1
.
9
6
'
93.66'
93.66'
18
1
.
9
6
'
6
4
'
8
2
'
62.56'
1
3
0
'
103'
1
0
0
'
100
.
7
2
'
7
3
.
5
'
59.6
5
'
STACKING DEPTH
INSUFFICIENT,
VARIANCE REQUESTED
CENTERLINE SPACING
INSUFFICIENT,
VARIANCE REQUESTED
±
1
9
3
.
7
'
T
O
D
R
I
V
E
W
A
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DRIVEWAY SPACING
INSUFFICENT,
VARIANCE REQUESTED
E
X
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D
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(
M
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)
±
3
2
1
.
3
9
'
T
O
D
R
I
V
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W
A
Y
EX. CONCRETE DRIVE
(VACANT LOT)
PROP. WALL MOUNT FDC
(64 LF TO PROP. FHYD)
8.62'18'24'
18'
5.5'
PROP. 6'X6' RISER ROOM
PROP. 8' MASONRY SCREENING
WALL AND 5' RETAINING WALL
PROP. 4' RETAINING WALL
PROP. VAR. HEIGHT
RETAINING WALL
PROP. VAR. HEIGHT
RETAINING WALL
EXISTING PUBLIC
SIDEWALK
30
'
B
U
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B
A
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10
'
-
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B
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(
2
0
'
P
R
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)
30' BUILDING SETBACK
10'-F1 BUFFERYARD
3
0
'
B
U
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D
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S
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T
B
A
C
K
10' ROW DEDICATION
10' WIDE ROW
DEDICATION
PROP. 6' PUBLIC SIDEWALK
(PHASE 2)
P
H
A
S
E
2
P
H
A
S
E
1
PHASE 2
PHASE 1
P
H
A
S
E
1
P
H
A
S
E
2
ACCESS DRIVE TO S NOLAN
DRIVE TO BE CONSTRUCTED
IN PHASE 1
128.73'
187
.
0
8
'
50'
1
0
'
1
0
'
50'
LOADING ZONE SPACE
25'
25'
25'
1
0
'
1
0
'
1
0
'
LOADING ZONE
SPACE
1
0
'
-
F
1
B
U
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F
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A
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3
0
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B
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1
0
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F
1
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A
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1
0
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F
2
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4
0
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B
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6' PUBLIC SIDEWALK
(PHASE 1)
4:
1
H
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T
S
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T
B
A
C
K
30' BUILDING SETBACK
PROPOSED
MONUMENT SIGN
10'-D BUFFERYARD
(20' PROVIDED)
8' SCREENING FENCE
R30'
R3
0
'
R3
0
'
R
3
0
'
5
3
.
8
5
'
54'
1
8
'
8
0
.
2
4
'
PROP.
FH
SSWR MH
SSWR MH
20'
2
0
'
PROP. 5' PUBLIC SIDEWALK
(PHASE 1)
PROP. 5' PUBLIC
SIDEWALK
(PHASE 1)
13'
LEGEND
LIGHT DUTY CONCRETE PAVEMENT
MEDIUM DUTY CONCRETE PAVEMENT
DUMPSTER AREA CONCRETE PAVEMENT
PROPOSED CONCRETE SIDEWALK
BUFFERYARD
LANDSCAPE AREA
PUBLIC CONCRETE SIDEWALK
PROPOSED CONCRETE CURB AND GUTTER
PARKING COUNT
FULL-DEPTH SAWCUT
PROPOSED FIRE LANE STRIPPING
PROPOSED PHASING LINE
SITE
SI
T
E
P
L
A
N
SP-1COUNTYSURVEY:ABSTRACT NO.
TARRANT EASTER 474
CITY:STATE:
SOUTHLAKE TEXAS
LEGAL DESCRIPTION:
OWNER:
APPLICANT:
CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TX 76021
PH: 817.281.0572
ZADA M WHITE ESTATE TRUST
425 RIDGE ROAD
GRAPEVINE, TX 76051
CONTACT NAME: CLAY CRISTY
EASTER, THOMAS SURVEY ABSTRACT 474
TRACT 11E AG
VICINITY MAP
N.T.S.
NOTES:
1.ALL DIMENSIONS ARE TO FACE OF CURB
UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL PLANS FOR
BUILDING DIMENSIONS AND EXACT DOOR
LOCATIONS.
3.REFER TO ARCHITECTURAL PLANS FOR
FENCE AND GATE DETAILS.
4.REFER TO ARCHITECTURAL PLANS FOR
PROPOSED LIGHTING AND PHOTOMETRICS
CONSTRUCTION SCHEDULE
SAW CUT FULL DEPTH EXISTING PAVEMENT
4" PARKING STALL STRIPING COLOR: WHITE (TYP)
CURB & GUTTER
PROPOSED PEDESTRIAN RAMP
HANDICAP SYMBOL
PAVEMENT STRIPING
HANDICAP SIGN
CURB STOP PER DETAIL
PROPOSED SIDEWALK
1
2
3
4
5
6
7
8
9
LANDSCAPE CALCULATIONS
GMI Development Phase 1
10,500 SF
88,994 SF 89%
SUMMARY CHART - INTERIOR LANDSCAPE
Required
or
Provided
Landscape
Area (Sq.ft.)
% of area in
front or side
Accent
Trees
1 per 250
Ground
Cover (Sq.
Ft.) 15%
Seasonal Color
2%
Required
Provided
75%21 42 263
1,837 SF
1,575 SF
240 SF
210 SF
42 309
PHASE 1 SUMMARY CHART - BUFFERYARDS
LOCATION REQUIRED /
PROVIDED LENGTH BUFFERYARD
WIDTH - TYPE
CANOPY
TREES
ACCENT
TREES SHRUBS FENCE /
SCREENING
NORTH REQUIRED
PROVIDED
EAST N/A N/A N/A
N/A
EAST 2 REQUIRED 299.7'10' - D 12 15 54
PROVIDED 12 15 54
WEST REQUIRED 625.37'10' - F1 38 50
PROVIDED 10' - F1 38 65
N/A N/A
299.7'10' - D
625.37'
22
PRELIMINARY
CLAYMOORE ENGINEERING
DA
T
E
No
.
RE
V
I
S
I
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N
BY
DATE:
SHEET
9/30/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
GM
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TEXAS FIRM #14199
File No:2020-076
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH
AND 11' EAST OF THE NORTH EAST PROPERTY
CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH
AND 87' EAST OF THE SOUTH EAST PROPERTY
CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
N
FM 1709 - SOUTHLAKE BLVD
S.
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L
N
NO
L
E
N
D
R
I
V
E
SI
L
I
C
O
N
D
R
.
KIMBALL HILL CTEA
S
T
W
O
O
D
D
R
.
MA
N
C
H
E
S
T
E
R
C
T
Canopy
Trees
1 per 500
Shrubs
5 gal.
1 per 40
N/A N/A N/A
N/A N/A N/A
CITY CASE NO.: ZA20-0040
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
SOUTH REQUIRED 453.10'10' - F2 19 37 55
PROVIDED 10' - F2453.10'
REQUIRED
PROVIDED
N/A
N/A
N/A N/A
N/AN/A
N/A N/A N/A
N/A N/A N/A
N/A
N/A
F1 - FENCE
F1 - FENCE**
N/A
N/A193755
19
19
PHASE 2 SUMMARY CHART - BUFFERYARDS
LOCATION REQUIRED /
PROVIDED LENGTH BUFFERYARD
WIDTH - TYPE
CANOPY
TREES
ACCENT
TREES SHRUBS FENCE /
SCREENING
NORTH REQUIRED
PROVIDED
EAST 1 235.37'10' - D N/A
N/A
EAST 2 REQUIRED 682.02'10' - D 28 35 123
PROVIDED 28 35 123
WEST REQUIRED N/A N/A
PROVIDED N/A
235.37'10' - D
682.02'10' - D
N/A
10 12 43
10 12 43
REQUIRED
PROVIDED
470.19'
470.19'
10' - F1 F1 - FENCE
F1 - FENCE10' - F1
15 29 38
15 29 38
N/A
N/A
N/A
N/A
N/A N/A N/A
N/AN/AN/A
** SCREENING FENCE SURROUNDING PROPOSED TRUCK LOADING ZONG
DUMPSTER ENCLOSURE / FRONT
DUMPSTER ENCLOSURE / BACK
DUMPSTER ENCLOSURE / TYP. SIDE
8" PVC
8
"
P
V
C
8
"
P
V
C
8" P
V
C
8" P
V
C
6"
W
T
R
6" W
T
R
8" WTR
8" WTR
1
2
"
W
T
R
8
"
W
T
R
7
1
.
8
1
S
F
F
I
R
E
R
I
S
E
R
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
MEADOW OAKS
DOC. No. D179550021
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 6
MEADOW OAKS
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.
LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
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O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
68
1
6
8
5
68
4
68
2
6
8
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 67
8
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
67
3
674
669
67
0
6
7
1
67
2
67
3
67
4
67
5
6
7
6
6
7
7
6
7
8
6
7
9
6
8
0
6
8
1
6
8
2
68
3
68
4
6
8
5
6
6
9
6
7
0
6
7
1
6
7
2
6
7
3
6
7
4
6
7
5
6
7
6
6
5
8
6
5
9
6
6
0
6
6
1
6
6
2
6
6
3
6
6
4
6
6
6
685
684
683
68
0
68
1
68
2
67
7
67
8
6
7
9
670
67
1
67
2
673
674
675
67
0
66
9
669
668
66
7
666
66
8
66
7
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
FFE = 670.00
FFE = 671.00
FFE = 668.00
FFE = 678.00
67
8
.
3
0
68
0
.
0
1
67
8
.
7
8
68
1
.
0
3
67
9
.
5
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68
3
.
7
6
68
2
.
2
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±
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?
±
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E 68
0
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9
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2
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8
.
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.
8
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.
9
4
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.
9
4
PROP. EXPOSED
GRADE BEAM
PROP. RETAINING
WALL
PROP. RETAINING
WALL
PROP.
RETAINING
WALL
PROP.
RETAINING
WALL
PROP.
RETAINING
WALL
677
.
5
5
67
7
.
5
5
67
7
.
7
4
67
7
.
7
4
67
7
.
2
7
67
7
.
4
5
677
.
2
7
67
7
.
4
5
PROP. RIDGE
675
.
3
9
675
.
3
4
67
5
.
5
2
67
5
.
7
6
67
6
.
0
0
67
5
.
7
6
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5
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8
1
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7
.
0
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.
2
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2
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0
.
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.
0
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.
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66
8
.
0
0
66
8
.
0
0
668
.
0
0
66
8
.
0
0
66
8
.
0
0
667
.
1
2
668
.
0
0
66
4
.
8
9
67
2
.
5
4
66
7
.
9
2
66
8
.
1
0
GR
A
D
I
N
G
P
L
A
N
C-1
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED GRADE
(TOP OF PAVEMENT)
ME MATCH EXISTING
699.50
NOTES:
1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS
OTHERWISE NOTED.
2.EXISTING UTILITIES WERE OBTAINED FROM RECORD
DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES AND NOTIFY THE
ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN.
3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED
4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%.
4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED
OTHERWISE.
5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS
REGARDING FILL COMPACTION AND MOISTURE CONTENT.
6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND
GEOTECHNICAL REPORT FOR ALL BUILDING PAD
PREPARATION CRITERIA.
7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE
RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS.
8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES
INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA
STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL
SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO
EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA
CRITERIA CANNOT BE MET AT ANY LOCATION.
9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO
CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES.
10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE
RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE.
11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY
FROM EXISTING & PROPOSED BUILDINGS.
700
695
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
7/27/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
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.
S
U
I
T
E
#
4
0
6
PH
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N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
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7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
7
1
.
8
1
S
F
F
I
R
E
R
I
S
E
R
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
DOC. No. D179550021
MEADOW OAKS
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.
LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
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N
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I
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C
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C
R
E
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E
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D
W
A
Y
7
0
'
R
.
O
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W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
68
1
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5
68
4
68
2
6
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5
6
8
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8
3
6
8
4
6
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5
68
1
680
681
682
679
678
677 67
8
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
67
3
674
669
67
0
6
7
1
67
2
67
3
67
4
67
5
6
7
6
6
7
7
6
7
8
6
7
9
6
8
0
6
8
1
6
8
2
68
3
68
4
6
8
5
6
6
9
6
7
0
6
7
1
6
7
2
6
7
3
6
7
4
6
7
5
6
7
6
6
5
8
6
5
9
6
6
0
6
6
1
6
6
2
6
6
3
6
6
4
6
6
6
68
5
684
683
68
0
68
1
68
2
67
7
67
8
6
7
9
670
67
1
67
2
673
674
675
67
0
66
9
669
668
66
7
666
66
8
66
7
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
EX-2
5.74 AC
13.74 CFS
EX. CONCRETE FLUME AND
HEADWALL ACCEPTING SITE FLOW
EX-1
7.42 AC
17.76 CFS
EX
I
S
T
I
N
G
D
R
A
I
N
A
G
E
A
R
E
A
M
A
P
C-2
ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE
NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP
OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY,
FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X",
(AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD
HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE
PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM
FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN
AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR
NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON
THE PART OF THE SURVEYOR.
FLOODPLAIN NOTE
LEGEND
DRAINAGE AREA LABEL
DRAINAGE AREA (AC)
FLOW QUANTITY (CFS)
DIRECTION OF FLOW
DRAINAGE AREA BOUNDARY
#
AC
CFS
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/14/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
DOC. No. D179550021
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 6
MEADOW OAKS
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.
LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
68
1
6
8
5
68
4
68
2
6
8
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 67
8
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
67
3
674
669
67
0
6
7
1
67
2
67
3
67
4
67
5
6
7
6
6
7
7
6
7
8
6
7
9
6
8
0
6
8
1
6
8
2
68
3
68
4
6
8
5
6
6
9
6
7
0
6
7
1
6
7
2
6
7
3
6
7
4
6
7
5
6
7
6
6
5
8
6
5
9
66
0
6
6
1
6
6
2
6
6
3
6
6
4
6
6
6
68
5
684
683
68
0
68
1
68
2
67
7
67
8
6
7
9
670
67
1
67
2
673
674
675
67
0
66
9
669
668
66
7
666
66
8
66
7
SD-INLET-TOP=677.30
FL-HDPE=672.70 (W)
SD-INLET-TOP=677.53
FL-HDPE=672.27 (S)
SD-INLET-TOP=661.48
FL-RCP=656.28 (E)
FL-RCP=564.35
SD-INLET-TOP=653.35
FL-RCP=631.34 (SE)
FL-RCP=647.79
FL=RCP=647.72
SD-INLET-TOP=655.21
FL-RCP=651.29 (NW)
FL-RCP=647.35
FL-RCP=647.23
SD-INLET-TOP=653.23
FL-RCP=648.73 (SE)
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
FFE = 670.00
FFE = 671.00
FFE = 668.00
FFE = 678.00
PROP. EXPOSED
GRADE BEAM
PROP. RETAINING
WALL
PROP. RETAINING
WALL
PROP.
RETAINING
WALL
PROP.
RETAINING
WALL
PROP.
RETAINING
WALL
PROP. RIDGE
7
1
.
8
1
S
F
F
I
R
E
R
I
S
E
R
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
A
6.53 AC
54.30 CFS
D
4.93 AC
35.99 CFS
C
0.86 AC
2.38 CFS
B
0.84 AC
2.33 CFS
PR
O
P
O
S
E
D
D
R
A
I
N
A
G
E
A
R
E
A
M
A
P
C-3
ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE
NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP
OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY,
FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X",
(AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD
HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE
PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM
FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN
AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR
NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON
THE PART OF THE SURVEYOR.
FLOODPLAIN NOTE
LEGEND
DRAINAGE AREA LABEL
DRAINAGE AREA (AC)
FLOW QUANTITY (CFS)
DIRECTION OF FLOW
DRAINAGE AREA BOUNDARY
#
AC
CFS
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/14/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
8" PVC
8
"
P
V
C
8
"
P
V
C
8" P
V
C
8" P
V
C
6"
W
T
R
6" W
T
R
8" WTR
8" WTR
1
2
"
W
T
R
8
"
W
T
R
7
1
.
8
1
S
F
F
I
R
E
R
I
S
E
R
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
MEADOW OAKS
DOC. No. D179550021
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 6
MEADOW OAKS
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.
LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 673.74
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 671.72
INSTALL:
1 - 45° BEND
FL 24": 668.46
INSTALL:
1 - SLOPED CONCRETE
HEADWALL
W/ 5'X5' RIP RAP
FL 24": 668.00
INSTALL:
1 - SLOPED CONCRETE
HEADWALL
W/ 5'X5' RIP RAP
FL 24": 668.00
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 669.74
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 670.72
24
"
H
D
P
E
@
1
.
3
5
%
24
"
H
D
P
E
@
0
.
6
6
%
24
"
H
D
P
E
@
0
.
5
0
%
12"
H
D
P
E
@
2
.
5
2
%
24
"
H
D
P
E
@
1
.
2
8
%
24"
H
D
P
E
@
4
.
8
6
%
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 665.78
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 665.27
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 664.75
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 664.28
INSTALL:
1 - 5' CURB INLET
FL 24": 664.92
INSTALL:
1 - 45° BEND
FL 24": 664.19
INSTALL:
1 - 45° WYE
FL 24": 663.33
INSTALL:
1 - 45° BEND
FL 24": 663.97
INSTALL:
1 - SLOPED CONCRETE
HEADWALL
W/ 5'X5' RIP RAP
FL 24": 668.00
24
"
H
D
P
E
@
1
.
3
5
%
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 663.94
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 662.63
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 661.31
INSTALL:
1 - 5' MANHOLE W/ LID
FL 24": 660.13
INSTALL:
1 - 45° BEND
FL 24": 660.93
INSTALL:
1 - SLOPED CONCRETE
HEADWALL W/ 5'X5'
RIP RAP
FL 24": 651.00
24
"
H
D
P
E
@
0
.
6
1
%
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 672.00
INSTALL:
1 - 45° BEND
FL 24": 663.98
INSTALL:
1 - 45° BEND
FL 24": 663.91
INSTALL:
1 - 45° WYE
FL 24": 665.34
INSTALL:
1 - 45° WYE
FL 24": 665.73
INSTALL:
1 - 45° BEND
FL 24": 667.24
INSTALL:
1 - 45° BEND
FL 24": 671-95
INSTALL:
1 - 45° WYE
FL 24": 663.63
INSTALL:
1 - STRIAGHT WING
CONCRETE HEADWALL
FL 24": 650.02
INSTALL:
1 - STRAIGHT WING
CONCRETE HEADWALL
FL 24": 652.50
24" RCP @ 7.43%
PROPOSED WET POND
POND A
PON
D
B
ST
O
R
M
D
R
A
I
N
P
L
A
N
C-4
LEGEND
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED CURB INLET
PROPOSED GRATE INLET
PROPOSED HEADWALL
PROPOSED RIP RAP
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/16/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
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#
4
0
6
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W
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.
C
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O
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E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
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R
S
24
5
0
C
R
O
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C
S
C-5
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/16/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
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:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
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R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
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M
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O
R
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E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
O
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A
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,
T
X
7
6
0
9
2
POND A - GMI POND POND B - UNDERGROUND POND
8" PVC
8
"
P
V
C
8
"
P
V
C
8" P
V
C
8" P
V
C
6"
W
T
R
6" W
T
R
8" WTR
8" WTR
1
2
"
W
T
R
8
"
W
T
R
7
1
.
8
1
S
F
F
I
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R
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5'
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T
15
'
C
O
M
M
O
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A
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E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
MEADOW OAKS
DOC. No. D179550021
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
SSMH-RIM=676.65
FL-PVC=665.20 (E)
FL-PVC=665.12 (N)
SSMH-RIM=676.67
FL-PVC=664.88 (E)
FL-PVC=664.77 (W)
SSMH-RIM=665.90
FL-PVC=654.90 (NE)
SSMH-RIM=654.19
FL-PVC=645.64 (SE)
FL-PVC=645.72 (NE)
FL-PVC=645.77 (NW)
FL-PVC=645.84 (NW)
SSMH-RIM=654.10
FL-PVC=645.79 (SW)
FL-PVC=645.75 (SE)
SSMH-RIM=655.00
(LOCKED)
SSMH-RIM=656.37
FL-PVC=647.52 (SW)
FL-PVC=647.42 (NE)
SSMH-RIM=653.88
FL-PVC=646.81 (SE)
FL-PVC=646.84 (NW)
FL-PVC=647.44 (NE)
SSMH-RIM=654.28
FL-PVC=648.80 (SW)
FL-PVC=647.24 (NE)
SSMH-RIM=656.13
FL-PVC=647.84 (NW)
FL-PVC=647.77 (SE)
SSMH-RIM=672.27
(LOCKED)
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
INSTALL:
1 - 45° BEND
CONNECT TO EX. WATER STUB
INSTALL:
1 - 8" GATE VALVE
INSTALL:
1 - 45° BEND
INSTALL:
1 - 45° BEND
INSTALL:
1 - 8"X6" TEE
1 - 8" GATE VALVE
1 - 6" GATE VALVE
25 LF OF 6" FIRE LINE
INSTALL:
1 - 45° BEND
INSTALL:
1 - 45° BEND
INSTALL:
1 - 45° BEND
INSTALL:
1 - 2" CORP. STOP.
14 LF OF 2" IRR. LINE
1 - 2" IRR. METER PER CITY
STANDARD DETAILS
INSTALL:
1 - 8"X6" TEE
1 - 8" GATE VALVE
1 - 6" GATE VALVE
31 LF OF 6" FIRE LINE
1 - 6" PLUG
INSTALL:
1 - 2" CORP. STOP
74 LF OF 2" DOM. LINE
1 - 2" DOM. METER PER CITY
STANDARD DETAILS
1 - 2" PLUG.
INSTALL:
1 - 8"X6" TEE
14 LF OF 6" FIRE LINE
1 - FHYD. ASSEMBLY PER CITY
STANDARD DETAILS
INSTALL:
1 - 2" CORP. STOP
46 LF OF 2" DOM. LINE
1 - 2" DOM. METER PER CITY
STANDARD DETAILS
INSTALL:
1 - 2" CORP. STOP
46 LF OF 2" IRR. LINE
1 - 2" IRR. METER PER CITY
STANDARD DETAILS
INSTALL:
1 - 8"X6" TEE
1 - 8" GATE VALVE
1 - 6" GATE VALVE
52 LF OF 6" FIRE LINE
1 - 6" PLUG
INSTALL:
1 - 8"X6" TEE
1 - 6" GATE VALVE
16 LF OF 6" FIRE LINE
1 - FHYD. ASSEMBLY PER CITY
STANDARD DETAILS PROP. FHYD.
INSTALL:
1 - 45° BEND
PROP. FHYD.
CONNECT TO EX. 8" WATER STUB
INSTALL:
1 - 8" GATE VALVE
INSTALL:
1 - 90° BEND
INSTALL:
1 - 22.5° BEND
INSTALL:
8" WATER PIPE BEND
INSTALL:
1 - 8"X6" TEE
1 - 8" GATE VALVE
1 - 6" GATE VALVE
5 LF OF 6" FIRE LINE
1 - FHYD. ASSEMBLY PER
CITY STANDARD DETAILSINSTALL:
1 - 8"X6" TEE
1 - 8" GATE VALVE
1 - 6" GATE VALVE
32 LF OF 6" FIRE LINE
1 - 6" PLUG
INSTALL:
1 - 8"X6" TEE
1 - 8" GATE VALVE
1 - 6" GATE VALVE
97 LF OF 6" FIRE LINE
1 - FHYD. ASSEMBLY PER
CITY STANDARD DETAILS
INSTALL:
1 - 8"X6" TEE
1 - 8" GATE VALVE
1 - 6" GATE VALVE
19 LF OF 6" FIRE LINE
1 - 6" PLUG
INSTALL:
1 - 2" CORP. STOP
19 LF OF 2" DOM. LINE
1 - 2" DOM. METER PER CITY
STANDARD DETAILS
INSTALL:
1 - 8"X8" TEE
2 - 8" GATE VALVES
INSTALL:
1 - 8"X6" TEE
1 - 8" GATE VALVE
1 - 6" GATE VALVE
41 LF OF 6" FIRE LINE
1 - 45° BEND
1 - FHYD. ASSEMBLY PER CITY
STANDARD DETAILS
INSTALL:
1 - 45° BEND
CONNECT TO EX. 8"
WATER STUB
INSTALL:
1 - 45° BEND
1 - 8" GATE VALVE
INSTALL:
1 - 2" CORP. STOP
32 LF OF 2" DOM. LINE
1 - 2" DOM. METER
INSTALL:
1 - 6"X6" TEE
2 - 6 "GATE VALVE
42 LF OF 6" FIRE LINE
1 - FHYD. ASSEMBLY PER CITY
STANDARD DETAILS
INSTALL:
1 - 6"X6" TEE
2 - 6 "GATE VALVE
42 LF OF 6" FIRE LINE
1 - FHYD. ASSEMBLY PER CITY
STANDARD DETAILS
PROP. FHYD.
INSTALL:
1 - 45° BEND
PROP. FHYD.
PROP. FHYD.
8" PVC 8" PVC 8" PVC 8" PVC 8" PVC
8" PVC
6"
P
V
C
8"
P
V
C
8"
P
V
C
8" PVC
8"
P
V
C
8"
P
V
C
8" PVC
6" PVC
6
"
P
V
C
6
"
P
V
C
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 662.87
FL 8": 662.77
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8":
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 659.84
FL 8": 659.74
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 658.44
FL 8": 658.34
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 653.18
FL 8": 653.06
CONNECT TO EX.
SSWR MANHOLE
FL 8": ±645.90
INSTALL:
1 - 45° BEND
FL 8": 669.92
INSTALL:
1 - 45° BEND
FL 8": 669.09CONNECT TO EX. 8"
SSWR STUB
FL 8": ±665.17
END PROP. 8" SSWR SERVICE
SEE MEP FOR CONTINUATION
FL 8": 672.00
8" SSWR @ 2.93 %
8" SSWR @ 2.86%
8"
S
S
W
R
@
2
.
9
1
%
8
"
S
S
W
R
@
2
.
8
8
%
8" SS
W
R
@
2
.
9
2
%
8" S
S
W
R
@
2
.
9
2
%
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 648.10
FL 8": 647.98
UT
I
L
I
T
Y
P
L
A
N
C-6
LEGEND
EXISTING FIRE HYDRANT ASSEMBLY
PROPOSED FIRE HYDRANT ASSEMBLY
EXISTING WATER MAIN
PROPOSED WATER LINE AND GATE VALVE
EXISTING SANITARY SEWER AND MANHOLE
PROPOSED SANITARY SEWER LINE
S
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
7/27/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
6255
6254
6256
6257
6258 6259
6283
6264
6270
6271
6273
6272
69606959
6958
6957
6956
6951
9072
9074
9073
9071
6274 6276
6277
6274
6275
6279 6280
6281
6282
6269
6266
6261
6265
6260
6264
6263
6267
6262
6284
6285
6286
6287
6288
6291
6290
6289
6292
6293
6294
9100
9103
9098
9101
9099
91029109
91079108
9111
9238
6813
9239
9240
9241
9242
9237
9236
6295 62996297
6296
6401
6300
6298
6402
6403 9124
9123 9105
9106
9122 9121
9118644
6405
6406
6407
6408
6826
9006
9064
9066
9067
9068
9070
9125
9163
9162
9164
9161
9177
9243
9244
9246
9256
92609261
9263
9264
9112
9095
9096
9092
9093
9094
9183
9184
9182
9186
9185
9091
9090
9128 9129 9152
9136
9135
9137
9134
9133
9131
9130
9139
9140
9142
9141
91479226
9225
9143
9144
9189
9138
9197
9196 91999200
9195 9201
9194 92089206
6814
6815
9204
9205
9209
9210
9213
92119203
9190
9191
9212
9148
9145
9149
9188
9150 9151
6816
6820
6818
6819
6817
9215
92149216
9218
9217
9222
9219
9220
9221
9223
9224
9175
9174 91679168
9165
9166
9181
917191729173
9176
9178
9179
9180 9160
9159
9158
9157
9156
91559154
90899088
9097
9087
9086
9085
90849083
9082
9081
9080
9079
9115
9104
9114
9117
9120
9119
90589113
9116
9057 9054 9053 9049
9048
9046
9047
9045
68216822
6823
6824
9036
9035
68259037
9038
90399009
9034
9033
9044
9043
9042
9050
9051
9052
9056
90209055
9027
90269025
9024
699369946992
6990
69876988
6989
6986
6991
6982
6981
6979
6980 6984
6985
6828
6827
90059004
9003
9002
9001
6978
6977
6975
6976
6968
6971
6974
6983
6966
6967
69646963
6926 6973
6962
6961
6912
69176916
69136914
69156911
6910
6909 6908
69076906
6905
69036902
6904
6833
6830
6831
6832
6848
6849
6850
68516852
6853
6855
6834
6856
6918
6919
6920
6854
9075
9076
9077
9078
9069
6943
6942
69446950
6949
6948 6945
6947
6946
6941
6940
6939
6938
6935
6934
6933
6932
6931
6879
6879
6880
6881 6882
68836884 6886
68876885
68926893
6930
6894
6896 6891
6888
6890
68896898
6897
6900
6899
6895
6847684668456844
6870
6871 6843
6869
6874
68726873
6876 6875
6877
6867 6868
6862 6842
6840
68396838
68376861
6859
6860
6863
6864
6866
6865
6901
6929
6858
6857
6836
6835
9007
9008
9013
6999
700069976998
6995 6996
901490129011
9010
9040
9032
9029
9030
9041
9031
9015
9016
9017
90189019
9021
90239022
9110
9127
9255
9235
9266
9265
9249
9248
9247
92519250
9252
9253
9254
9262
9257
9258
9259
92349233923092319232
9245
6829
69696970
6952
6953
6955
6954
6937
6936
9065
69286927
9063 6921
69226923
6924
6925
90619062
90609059
6811
9169
9153
9132
9028
9193
9192
9207
1441
1440
1440
68
1
6
8
5
68
4
68
2
6
8
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 67
8
677
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676 676
670
671
672
673
674
675
670
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674
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670
671
67
2
67
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669
67
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6
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67
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67
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67
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68
5
684
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67
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670
67
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67
2
673
674
675
67
0
66
9
669
668
66
7
666
66
8
66
7
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
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3
°
4
7
'
0
8
"
W
85
.
4
3
'
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7
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5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
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W
4
5
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.
1
0
'
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°
3
4
'
4
0
"
W
62
5
.
3
7
'
7
1
.
8
1
S
F
F
I
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E
R
I
S
E
R
5'
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T
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I
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E
A
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T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
FFE = 670.00
FFE = 671.00
FFE = 668.00
FFE = 678.00
67
8
.
3
0
68
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0
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5
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4
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7
.
2
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4
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677
.
2
7
677
.
4
5
PROP. RIDGE
675
.
3
9
675
.
3
4
67
5
.
5
2
67
5
.
7
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DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/17/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
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E
#
4
0
6
PH
O
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:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
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D
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7
6
0
2
1
W
W
W
.
C
L
A
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M
O
O
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N
G
.
C
O
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TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
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T
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R
S
24
5
0
C
R
O
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L
A
N
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SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
TP-1
TR
E
E
P
R
E
S
E
R
V
A
T
I
O
N
PL
A
N
(
1
O
F
3
)
N.T.S.
VICINITY MAP
FM 1709 - SOUTHLAKE BLVD
S.
K
I
M
B
A
L
L
A
V
E
.
NO
L
E
N
D
R
I
V
E
SI
L
I
C
O
N
D
R
.
KIMBALL HILL CTEA
S
T
W
O
O
D
D
R
.
MA
N
C
H
E
S
T
E
R
C
T
N.T.S.
ENGINEER
CLAYMOORE ENGINEERING
1903 CENTRAL DRIVE
SUITE #406
BEDFORD, TX 76034
PH. 817.281.0572
CONTACT: CLAY CRISTY, PE
EMAIL: CLAY@CLAYMOOREENG.COM
ARCHITECT
O'BRIEN
5310 HARVEST HILL RD. STE. 136
DALLAS, TX 75230
972.788.1010
CONTACT:
SEAN O'BRIEN
OWNER
ZADA M WHITE ESTATE TRUCST
425 RIDGE DR.
GRAPEVING, TX 76051
ANDREW JAMES
N.T.S.
LEGEND
TREES TO BE PRESERVED
TREES TO BE REMOVED
TREE PRESERVATION SUMMARY
GROSS SITE AREA 573,412 SF
EXISTING CANOPY TREE
TOTAL AREA 244,826 SF
EXISTING TREE CANOPY
TO BE REMOVED
EXISTING TREE CANOPY
TO REMAIN
**NOTE:TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE
LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED
WITH ARIAL IMAGERY
TREE REPLACEMENT & PROTECTION
PROCEDURES FOR THE CITY OF SOUTHLAKE
-SEE SEC. 9.5.379 - TREE REPLACEMENT AND
TREE PROTECTION STANDARDS IN THE CITY
OF SOUTHLAKE CODE OF ORDINANCES.
182,104 SF
62,722 SF
SEE TREE SURVEY FOR SIZE AND SPECIES
74.4%
25.6%
42.7%
MARGINAL TREES
LIMITS OF PROPOSED GRADING
SITE
CR
O
O
K
E
D
L
N
LOT 1
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
DOC. No. D179550021
LOT 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 6
MEADOW OAKS
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.
LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
6255
6254
6256
6257
6258 6259
6283
6264
6270
6271
6273
6272
69606959
6958
6957
6956
6951
9072
9074
9073
9071
6274 6276
6277
6274
6275
6279 6280
6281
6282
6269
6266
6261
6265
6260
6264
6263
6267
6262
6284
6285
6286
6287
6288
6291
6290
6289
6292
6293
6294
9100
9103
9098
9101
9099
91029109
91079108
9111
9238
6813
9239
9240
9241
9242
9237
9236
6295 62996297
6296
6401
6300
6298
6402
6403 9124
9123 9105
9106
9122 9121
9118644
6405
6406
6407
6408
6826
9006
9064
9066
9067
9068
9070
9125
9163
9162
9164
9161
9177
9243
9244
9246
9256
92609261
9263
9264
9112
9095
9096
9092
9093
9094
9183
9184
9182
9186
9185
9091
9090
9128 9129 9152
9136
9135
9137
9134
9133
9131
9130
9139
9140
9142
9141
91479226
9225
9143
9144
9189
9138
9197
9196 91999200
9195 9201
9194 92089206
6814
6815
9204
9205
9209
9210
9213
9211
9203
9190
9191
9212
9148
9145
9149
9188
9150 9151
6816
6820
6818
6819
6817
9215
92149216
9218
9217
9222
9219
9220
9221
9223
9224
9175
9174 91679168
9165
9166
9181
9171
91729173
9176
9178
9179
9180 9160
9159
9158
9157
9156
91559154
90899088
9097
9087
9086
9085
90849083
9082
9081
9080
9079
9115
9104
9114
9117
9120
9119
90589113
9116
9057 9054 9053 9049
9048
9046
9047
9045
68216822
6823
6824
9036
9035
68259037
9038
90399009
9034
9033
9044
9043
9042
9050
9051
9052
9056
90209055
9027
90269025
9024
699369946992
6990
69876988
6989
6986
6991
6982
6981
6979
6980 6984
6985
6828
6827
90059004
9003
9002
9001
6978
6977
6975
6976
6968
6971
6974
6983
6966
6967
69646963
6926 6973
6962
6961
6912
6917
6916
69136914
69156911
6910
6909 6908
69076906
6905
69036902
6904
6833
6830
6831
6832
6848
6849
6850
68516852
6853
6855
6834
6856
6918
6919
6920
6854
9075
9076
9077
9078
9069
6943
6942
69446950
6949
6948 6945
6947
6946
6941
6940
6939
6938
6935
6934
6933
6932
6931
6879
6879
6880
6881 6882
68836884 6886
68876885
68926893
6930
6894
6896 6891
6888
6890
68896898
6897
6900
6899
6895
6847684668456844
6870
6871 6843
6869
6874
68726873
6876 6875
6877
6867 6868
6862 6842
6840
68396838
68376861
6859
6860
6863
6864
6866
6865
6901
6929
6858
6857
6836
6835
9007
9008
9013
6999
700069976998
6995 6996
901490129011
9010
9040
9032
9029
9030
9041
9031
9015
9016
9017
90189019
9021
90239022
9110
9127
9255
9235
9266
9265
9249
9248
9247
92519250
9252
9253
9254
9262
9257
9258
9259
92349233923092319232
9245
6829
69696970
6952
6953
6955
6954
6937
6936
9065
69286927
9063 6921
69226923
6924
6925
9061
9062
90609059
6811
9169
9153
9132
9028
9193
9192
9207
1441
1440
1440
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
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ABSTRACT
N
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4
7
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N89°19'39"E 868.70'
S37°55'31"E
227.97'
S4°38'46"W
14.75'
S49
°
2
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4
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W
116
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DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/17/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
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1 inch = ft.
50 50 100
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DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/17/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
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LO
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WM
WM
WM
WM
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AB
AB AB
AB
AB
AB
AB
AB AB
AB
AB AB
AB
AB
AB AB
AB AB
AB AB
AB
AB
AB
AB
AB AB
AB
AB
AB
AB
AB
CE
CE
CE
BC
BC
BC
BC
BC
CE
CE
CE
CE
TY
TY
TY
TY
TY
TY
TY
TY
TY
TY
TY
CR
CR
CR
CR
CR
CR
CR
CR
CR
DW
DW
DW
DW
DW
TY
TY
TY
TY
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
CO
COCO
CO CO
CO
LE
LE
LE
LE
LE
LE
LE
SO
SO SO
SO
SO
SO SO
LO
LO
LO
RB
RB
RB
RB
RB
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
TY
TY
TY
TY
TY
TY
TY
RB
RB
RB
RB
RB
RB
RB
WM
WM
WM
WM
NR
NR
NR
NR
NR
NR
WM
WM
WM
RY
RY
RY
RY
PM
DY DY
DY DY
PM
PM
PM
RY
RY
RY
RY
DY DY
DY DY
PM
PM
PM
PM
DIH
DIH
DIH
DIH
DIHSPSP
SPSP HD
HD HD
HD
DIH
DIH
DIH
DIH
DIH
HD
HD HD
HD
TX
TX
TX
TX
TX
DY DY
DY DY
DIH
DIH
DIH
DIH
DIH
395 sf Seasonal Color
EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL ELELEL
SP
SP
SP
SP
RY
RY
RY
RY RY
RY RY
TX
TX TX
TX TX
TX
PM
PM
PM
PM
PM
PM
DYDY
DYDY SP
SPSP
SPDIHDIH
DIH
DIH
DIH
PM
PM
PM
PM
PM
PM
RY
RY
RY
RY RY
RY
RY
RY
RY
TX TX
TX TX
TX TX
DY DY
DY DY
DY
DIH
DIH
DIHDIH
DIH
SPSP
SP
SP
RY
HD
HD
HD
HD
HD
AB
AB
AB AB
AB AB AB
BA
BA
BA
BA
BA
BA
TX
TXTX
TX TX
TXGLGLGL
RY
RY
RY
RY
RY
RY RY
RY RY
DIH
DIH
DIH
DIH
DIH
DIH
DIH DIH
DIH
DIH
DIH
DIH
PM PM
PM
PM
PM
PM
PM
PM
382 SF AJ
677 SF AJ
320 SF AJ
320 SF AJ
415 SF AJ
10'-F2
Landscape Buffer
10'- F1
Landscape Buffer
10'-D
Landscape Buffer
10'- D
Landscape Buffer
10'- F1
Landscape Buffer
10'-F1Landscape Buffer
10'-D
Landscape Buffer
10'- D
Landscape Buffer
11" Oak
7" Locust
18" Oak
16" Elm
12" Elm
14" Elm
LO
LO
LO
LO
8" Hack
13" Elm
10" Pecan
9" Hack
BC
BC
BC
TY
TY
TY
TY
TY
TY
TY
MP
MP
MP
WM
WM
WM
WM
AB
AB
AB
AB
AB
AB
AB
AB
AB
TY
TY
TY
TY
11" Mesquite
11" Mesquite
18" Mesquite
CR
BC
BC
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
CR
RB
7" Cedar6" Cedar6" Cedar
30" Elm14" Elm
7" Oak
18" Elm
14" Oak
16" Elm
6" Oak
6" Elm
20" Oak
25" Oak
18" Oak
12" Oak
6" Cedar
12" Elm
19" Cedar
11" Elm
7" Elm
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.
LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
ROW DEDICATION
ROW DEDICATION
10' - F1
NORTH
E
A
S
T
1
1
0
'
-
D
EAS
T
2
10'
-
D
1
0
'
-
F
2
S
O
U
T
H
10
'
-
F
1
WE
S
T
PHASE 1
PHASE 2
PH
A
S
E
2
10' BUILDING SETBACK
15
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
2
5
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
30'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
3
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
EL EL EL ELELELELELELELELEL
EL EL EL EL EL EL EL
Shrub Screen
Evergeen
Shrub Screen
Evergeen
Shrub Screen
Evergeen
Shrub Screen
Evergeen
Phase 2 Planting
Ph
a
s
e
1
P
l
a
n
t
i
n
g
Phase 2 Planting
Phase 1 Planting
CE
CE
CE
CE
CE
CE
CE
CE
CE
CR
CR
DB
DW
DW
DW
DW
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
BC
BC
BC
BC
BC
MP
MP
MP
MP
MP
MP
MP
MP
MP
MP
MP
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB AB
Bu
f
f
e
r
y
a
r
d
P
l
a
n
t
i
n
g
s
B
u
f
f
e
r
y
a
r
d
P
l
a
n
t
i
n
g
s
B
u
f
f
e
r
y
a
r
d
P
l
a
n
t
i
n
g
s
Interior Plantings
Interior Plantings
Interior Plantings
Interior Plantings
Interior Plantings
Interior Plantings
B
u
f
f
e
r
y
a
r
d
P
l
a
n
t
i
n
g
s
B
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f
f
e
r
y
a
r
d
P
l
a
n
t
i
n
g
s
Shrub Screen
Evergeen
Bufferyard Plantings
Buffe
r
y
a
r
d
P
l
a
n
t
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g
s
Buf
f
e
r
y
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P
l
a
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Interior Plantings
Interior Plantings
Bufferyard Plantings
BO
BO BO
BO
BO
BO
LO
LO
LO
WM
WM
WM
WM
WM
WM WM
WM
BO
BO
BO
TY
TY
TY
BO
BO
BO
TY
TY
TY
LO
LO
LO
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/25/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
19
0
3
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P
M
TEXAS FIRM #14199
File No:2020-076
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
O
K
E
D
L
A
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N
D
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TREE LEGEND
Canopy Trees
Ornamental Trees
LO Live Oak SO Shumard Oak
CR Crapemyrtle
SHRUB LEGEND
Install 4" steel edging between all shrub beds and grass
areas.
Install 4" layer of shredded hardwood mulch to all planting
beds.
The project will have an undergound automatic irrigation
system to water all new plantings.
LANDSCAPE NOTES
1.
2.
3.
4.Shrub beds to have 8 inches of prepared planting mix
(75% import topsoil, 15% composted amendment, 10%
washed sand)
5.Shredded hardwood mulch must contain long strands
along with double shred finer material obtained from a
local source.
6.Install 4 inches of clean topsoil in all areas of the site disturbed
by grading and construction operations. Topsoil shall be free
from sticks, debris and rocks larger than 2 inches in diameter
and have an organic matter level of 3 percent minimum and a
pH range between 5.5 and 7.4 percent. Provide soil test
analysis from a soil test laboratory showing soil makeup and
organic percentage.
7.Solid sod all areas disturbed by construction activities.
HATCH LEGEND
Desert Willow
Asian Jasmine
CO Chinquapin Oak CE Cedar Elm
TY Tree Yaupon
Seasonal Color
0
GRAPHIC SCALE
1 inch = 50 ft.
25 1005050
Elaeagnus
Dwarf Burford Holly
EL
DB
Seasonal ColorSC
Red Yucca
Texas Sage
RY
TX
Pink MuhlyPM
Harbor Dwf. NandinaHD
Giant LiriopeGL
Dwf. Indian HawthorneDIH
BarberryBA
Dwarf YauponDY
AbeliaAB
SpireaSP
Asian JasmineAJ
BC Bald Cypress LE Lacebark Elm
DW
RedbudRB
MP Mexican Plum Nellie R.
Stevens Holly
NR
WM Wax Myrtle
Landscape
Buffer Areas
Evergreen
Shrub Screen
(Phase 2)
CE
CE
CE
CE
CE
CE
CE
CR
CR
CR
CR
CR
CR
CR
DW
DW
DW
DW
DW
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
CO
CO CO
CO
LE
LE
LE
LE
LE
LE
SO
SO SO
SO
SO
SO SO
LO
LO
RB
RB
RB
RB
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
TY
TY
TY
TY
TY
TY
TY
RB
RB
RB
RB
RB
RB
NR
NR
NR
NR
NR
NR
WM
WM
WM
RY
RY
RY
RY
PM
DY DY
DY DY
PM
PM
PM
RY
RY
RY
RY
DY DY
DY DY
PM
PM
PM
PM
DIH
DIH
DIH
DIH
DIHSPSP
SPSP HD
HD HD
HD
DIH
DIH
DIH
DIH
DIH
HD
HD HD
HD
TX
TX
TX
TX
TX
DY DY
DY DY
DIH
DIH
DIH
DIH
DIH
395 sf Seasonal Color
SP
SP
SP
SP
RY
RY
RY
RY RY
RY RY
TX
TX TX
TX TX
TX
PM
PM
PM
PM
PM
PM
DYDY
DYDY SP
SPSP
SPDIHDIH
DIH
DIH
DIH
PM
PM
PM
PM
PM
PM
RY
RY
RY
RY RY
RY
RY
RY
RY
TX TX
TX TX
TX TX
DY DY
DY DY
DY
DIH
DIH
DIHDIH
DIH
SPSP
SP
SP
RY
HD
HD
HD
HD
HD
AB
AB
AB AB
AB AB AB
BA
BA
BA
BA
BA
BA
TX
TXTX
TX TX
TX
GL GL GL
RY
RY
RY
RY
RY
RY RY
RY RY
DIH
DIH
DIH
DIH
DIH
DIH
DIH
DIH
DIH
DIH
DIH
DIH
PM PM
PM
PM
PM
PM
PM
PM
382 SF AJ
677 SF AJ
415 SF AJ
10'- F1
Landscape Buffer
10'- F1
Landscape Buffer
11" Mesquite
11" Mesquite
18" Mesquite
CR
CR
RB
6" Cedar
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
5'
U
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I
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Y
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A
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10
'
-
F
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WE
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PHASE 1
10' BUILDING SETBACK
15
'
B
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Phase 2 Planting
Ph
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CE
CE
CE
CE
CE
CE
CE
CE
CR
CR
DB
DW
DW
DW
DW
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
CR
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CR
CR
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P
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Interior Plantings
Interior Plantings
BO
BO
BO
TY
TY
TY
BO
BO
BO
TY
TY
TY
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
DA
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No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/25/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
19
0
3
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7
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1
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5
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P
M
TEXAS FIRM #14199
File No:2020-076
GM
i
H
E
A
D
Q
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A
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T
E
R
S
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
H
.U
H N M
O
SA
J
ET
S
T
A
3
O F
9 7
ET X
R
F
P
Y
L-1
LA
N
D
S
C
A
P
E
P
L
A
N
0
GRAPHIC SCALE
1 inch = 30 ft.
15 603030
TREE LEGEND
Canopy Trees
Ornamental Trees
LO Live Oak SO Shumard Oak
CR Crapemyrtle
Install 4" steel edging between all shrub beds and grass
areas.
Install 4" layer of shredded hardwood mulch to all planting
beds.
The project will have an undergound automatic irrigation
system to water all new plantings.
LANDSCAPE NOTES
1.
2.
3.
4.Shrub beds to have 8 inches of prepared planting mix
(75% import topsoil, 15% composted amendment, 10%
washed sand)
5.Shredded hardwood mulch must contain long strands
along with double shred finer material obtained from a
local source.
6.Install 4 inches of clean topsoil in all areas of the site disturbed
by grading and construction operations. Topsoil shall be free
from sticks, debris and rocks larger than 2 inches in diameter
and have an organic matter level of 3 percent minimum and a
pH range between 5.5 and 7.4 percent. Provide soil test
analysis from a soil test laboratory showing soil makeup and
organic percentage.
7.Solid sod all areas disturbed by construction activities.
HATCH LEGEND
Desert Willow
CO Chinquapin Oak CE Cedar Elm
TY Tree Yaupon
BC Bald Cypress LE Lacebark Elm
DW
RedbudRB
MP Mexican Plum Nellie R.
Stevens Holly
NR
WM Wax Myrtle
MATCHLINE - REFER TO SHEET L-2 FOR CONTINUATION OF PLAN
SHRUB LEGEND
Asian Jasmine
Seasonal Color
Elaeagnus
Dwarf Burford Holly
EL
DB
Seasonal ColorSC
Red Yucca
Texas Sage
RY
TX
Pink MuhlyPM
Harbor Dwf. NandinaHD
Giant LiriopeGL
Dwf. Indian HawthorneDIH
BarberryBA
Dwarf YauponDY
AbeliaAB
SpireaSP
Asian JasmineAJ
Landscape
Buffer Areas
Evergreen
Shrub Screen
(Phase 2)
LO
LO
LO
WM
WM
WM
WM
MP
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB AB
AB
AB
AB
AB
AB
AB
AB AB
AB
AB
AB
AB
AB
BC
BC
BC
BC
BC
TY
TY
TY
TY
TY
TY
TY
TY
TY
TY
TY
CR
CR
TY
TY
TY
TY
CO
COCOLE
LO
RB
RB
CR
RB
WM
WM
WM
WM
EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL ELELEL
RY
RYDIH
PM
PM
320 SF AJ
320 SF AJ
10'-F2
Landscape Buffer
10'-D
Landscape Buffer
11" Oak
7" Locust
18" Oak
16" Elm
12" Elm
14" Elm
LO
LO
LO
LO
8" Hack
13" Elm
10" Pecan
9" Hack
BC
BC
BC
TY
TY
TY
TY
TY
TY
TY
MP
MP
MP
WM
WM
WM
WM
AB
AB
AB
AB
AB
AB
AB
AB
AB
TY
TY
TY
TY
BC
BC
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
DB
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.
LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
ROW DEDICATION
1
0
'
-
F
2
S
O
U
T
H
P
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A
S
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2
2
5
'
B
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L
D
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G
S
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T
B
A
C
K
EL EL EL ELELELELELELELELEL
EL EL EL EL EL EL EL
Shrub Screen
Evergeen Phase 2 Planting
Phase 1 Planting
CE
CR
CR
BC
BC
BC
BC
BC
MP
MP
MP
MP
MP
MP
MP
MP
MP
MP
MP
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB AB
Bu
f
f
e
r
y
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r
d
P
l
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n
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i
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g
s
B
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a
r
d
P
l
a
n
t
i
n
g
s
BO
BO BO
BO
BO
BO
LO
LO
LO
WM
WM
WM
WM
WM
WM WM
WM
LO
LO
LO
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/25/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
19
0
3
C
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A
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.
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#
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D
:
7
/
2
1
/
2
0
2
0
1
:
5
3
P
M
TEXAS FIRM #14199
File No:2020-076
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
H
.U
H N M
O
SA
J
ET
S
T
A
3
O F
9 7
ET X
R
F
P
Y
L-2
LA
N
D
S
C
A
P
E
P
L
A
N
0
GRAPHIC SCALE
1 inch = 30 ft.
15 603030
TREE LEGEND
Canopy Trees
Ornamental Trees
LO Live Oak SO Shumard Oak
CR Crapemyrtle
Install 4" steel edging between all shrub beds and grass
areas.
Install 4" layer of shredded hardwood mulch to all planting
beds.
The project will have an undergound automatic irrigation
system to water all new plantings.
LANDSCAPE NOTES
1.
2.
3.
4.Shrub beds to have 8 inches of prepared planting mix
(75% import topsoil, 15% composted amendment, 10%
washed sand)
5.Shredded hardwood mulch must contain long strands
along with double shred finer material obtained from a
local source.
6.Install 4 inches of clean topsoil in all areas of the site disturbed
by grading and construction operations. Topsoil shall be free
from sticks, debris and rocks larger than 2 inches in diameter
and have an organic matter level of 3 percent minimum and a
pH range between 5.5 and 7.4 percent. Provide soil test
analysis from a soil test laboratory showing soil makeup and
organic percentage.
7.Solid sod all areas disturbed by construction activities.
HATCH LEGEND
Desert Willow
CO Chinquapin Oak CE Cedar Elm
TY Tree Yaupon
BC Bald Cypress LE Lacebark Elm
DW
RedbudRB
MP Mexican Plum Nellie R.
Stevens Holly
NR
WM Wax Myrtle
MATCHLINE - REFER TO SHEET L-2 FOR CONTINUATION OF PLAN
SHRUB LEGEND
Asian Jasmine
Seasonal Color
Elaeagnus
Dwarf Burford Holly
EL
DB
Seasonal ColorSC
Red Yucca
Texas Sage
RY
TX
Pink MuhlyPM
Harbor Dwf. NandinaHD
Giant LiriopeGL
Dwf. Indian HawthorneDIH
BarberryBA
Dwarf YauponDY
AbeliaAB
SpireaSP
Asian JasmineAJ
Landscape
Buffer Areas
Evergreen
Shrub Screen
(Phase 2)
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/25/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
P
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:
8
1
7
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2
8
1
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0
5
7
2
BE
D
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7
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W
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:
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D
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D
:
7
/
2
1
/
2
0
2
0
1
:
5
3
P
M
TEXAS FIRM #14199
File No:2020-076
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
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H
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A
K
E
,
T
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7
6
0
9
2
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SA
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3
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P
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L-3
LA
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D
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D
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A
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S
WATER BASIN
SHRUB PLANTING
SEE PLAN
TRIANGULAR
SPACING
SCALE: NONE
EQUAL
MULTI-TRUNK PLANTING
PREPARE SOIL MIX
AND FERTILIZER
PER SPECS.
TOP OF BALL OR
ROOT CROWN
1" ABOVE FIN.
STEEL EDGING
SEE PLAN
GRADE
PLACING PREPARED MIX
SCARIFY BOTTOM OF
PLANTING BED BEFORE
EQ
U
A
L
PREPARED SOIL MIX
AND FERTILIZER (SEE SPECS)
12"
4" MULCH LAYER
SCALE: NONE
4"
NATIVE SOIL
4" MULCH LAYER
4" MULCH LAYER
12" DEPTH OF
PLANTING MIX
TRIANGULAR
SPACING
EQ
U
A
L
EQUAL
SCALE: NONE
GROUNDCOVER PLANTING234
8"
DETAIL FOR
ARBOR-GUY
REFER TO
ANCHORING
STEEL EDGING
SEE PLAN
CANOPY TREE PLANTING
SCALE: NONE1
9973 FM 521 ROAD
ROSHARON, TX 77583
PHONE: (281) 778-1400
FAX: (281) 778-1425
www.treestakesolutions.comĀSolutions
UNDISTURBED
SOIL
NAIL
STAKE
ROOT ANCHOR
U-BRACKET
ROOTBALL
PLANTING HOLE
UNDISTURBED
SOIL
ROOT ANCHOR
U-BRACKET
ROOTBALL
PLANTING HOLE
TREE TREE
NAIL STAKE
PLANTING HOLE
TREE
U-BRACKET
ROOT ANCHOR
TREE TRUNK
ROOTBALL
1. WITH TREE IN A STRAIGHT & PLUMB
POSITION, CENTER THE APPROPRIATE ROOT
ANCHOR SAFETY STAKE AROUND THE TRUNK,
WITH RINGS LAYING FLAT AGAINST
ROOTBALL, U-BRACKETS FACING UP.
2. INSERT 1 OF 3 NAIL STAKES THROUGH EACH OF
THE U-BRACKETS. NAILS SHOULD REST IN THE
UNDISTURBED SOIL AT THE BOTTOM OF THE TREE
PIT. ALL NAILS SHOULD FIT SNUG AGAINST THE SIDE
OF THE ROOTBALL.
(FOR HAND OR MACHINE DUG TREES, IT MAY BE
NECESSARY TO PENETRATE 1" - 4" OF OUTER AREA
OF THE ROOTBALL WITH THE NAIL.)
3. NAIL STAKES SHOULD BE DRIVEN STRAIGHT DOWN
INTO THE UNDISTURBED SOIL BELOW THE
ROOTBALL. THE NAILS ARE NOW CAGING THE
ROOTBALL IN PLACE, WHILE THE TOP BRACKET PINS
THE ROOTBALL DOWN.
AFTER THE TREE STAKE IS INSTALLED, A LAYER OF
MULCH CAN BE ADDED OVER THE STAKE. REMOVE
ROOT ANCHOR AFTER TREE IS ESTABLISHED.
ITEM #
5 BG
15 BG
30 BG
45/65 BG
DESCRIPTION
5 GALLON OR 10" ROOTBALL
10/15 GALLON OR 17" ROOTBALL
20/30 GALLON OR 22" ROOTBALL
45/65 GALLON OR 27-30" ROOTBALL
NAIL LENGTH X 3PC
(INCLUDED)
#4 X 24"
#4 X 36"
#4 X 36"
#4 X 48"
ITEM #
100 BG
150 BG
200 BG
300 BG
DESCRIPTION
95/100 GALLON OR 36" ROOTBALL
150 GALLON OR 42" ROOTBALL
200 GALLON OR 48" ROOTBALL
300 GALLON OR 58" ROOTBALL
NAIL LENGTH X 3PC
(INCLUDED)
#5 X 48"
#5 X 60"
#5 X 72"
#5 X 72"
ROOT ANCHORTM BELOW GRADE SAFETY STAKE SIZING CHART
0
GRAPHIC SCALE
1 inch = 30 ft.
15 603030
Redbud Cercis canedensis 30 gal. 8' ht. 3" cal.
30 gal. 8' ht. 3 trunk 3" cal. min.Lagerstroemia indica 'Tuscarora' Crapemyrtle
5 gal. 36" ocElaeagnus pungensElaeagnus
Ilex cornuta 'Burfordii' nanaDwarf Burford Holly
Chinquapin Oak Quercus muhlenbergii
Cedar Elm Ulmus crassifolia
RB
CR
EL
DB
CO
CE 4
ORNAMENTAL TREES
SHRUBS & GROUNDCOVERS
39
16
6
96
86
44
13
PLANT LIST
CANOPY TREES
Live Oak Quercus virginianaLO 47
Ilex vomitoriaTree YauponTY 30 gal. 8' ht. multi-trunk 3" cal. min.
4" cal. B&B 15' ht. 8' spread
4" cal. B&B 15' ht. 7' spread
3" cal. B&B 12' ht. 6' spread
Shumard Oak Quercus shumardiSO7 3" cal. B&B 12' ht. 6' spread
5 gal. 36" oc
Mexican Plum Prunus mexicana 30 gal. 8' ht. 3" cal. MP15
Bald Cypress Taxodium distichumBC 415 4" cal. B&B 15' ht. 8' spread
Nellie R. Stevens Holly Ilex 'Nellie R. Stevens' 30 gal. 8' ht. 3" cal. NR6
Wax Myrtle Myrica cerifera 30 gal. 8' ht. 3" cal. WM23
To be chosen by owner at time of plantingSeasonal ColorSC395 SF 1 gal. 18" oc
5 gal. 36" ocHesperaloe parvifloraRed Yucca
Leucophyllum frutescens 'Silverado'Texas Sage
RY
TX23
34
5 gal. 36" ocMuhlenbergis capillarisPink MuhlyPM28
5 gal. 36" oc
Nandina ' Harbor Dwarf'Harbor Dwf. NandinaHD13
5 gal. 36" ocLiriope giganteaGiant LiriopeGL3
1 gal. 24" oc
Raphiolepsis indica 'Pinkie'Dwf. Indian HawthorneDIH37
5 gal. 36" ocBerberis sp.BarberryBA6
5 gal. 36" oc
5 gal. 36" ocIlex vomitoria 'nana'Dwarf YauponDY21
Abelia grandifloraAbeliaAB61 5 gal. 36" oc
5 gal. 36" ocSpirea sp.SpireaSP16
1 gal. 18" ocTrachelospermum asiaticumAsian JasmineAJ2,114 SF
Desert Willow Chilopsis linearis 'Bubba'30 gal. 8' ht. 3" cal. DW9
Lacebark Elm Ulmus parvifoliaLE7 3" cal. B&B 12' ht. 6' spread
LANDSCAPE CALCULATIONS
Building Floor Area 70,000 SF
City of Southlake, Texas
10,500 SF
88,412 SF
Parking Lot Landscape PROVIDEDREQUIRED
49%
parking between bldg. and R.O.W.195 spaces 3,900 sf 7,294 sf
89%
SUMMARY CHART - INTERIOR LANDSCAPE
Required
or
Provided
Landscape
Area (Sq.
ft.)
% of area in
front or side
Canopy
Trees
Accent
Trees
Shrubs Ground
Cover (Sq.
Ft.)
Seasonal Color
Required
Provided
75%21 42 263
1,837 SF
1,575 SF
240 SF
210 SF
96 spaces
23 42 309
195 x 20 SF = 3,900
SUMMARY CHART - BUFFERYARDS
LOCATION REQUIRED /
PROVIDED LENGTH BUFFERYARD
WIDTH - TYPE
CANOPY
TREES
ACCENT
TREES SHRUBS FENCE /
SCREENING
NORTH REQUIRED N/A N/A N/A N/A N/A N/A
PROVIDED N/A N/A N/A N/A N/A N/A
EAST REQUIRED N/A N/A N/A N/A N/A N/A
PROVIDED N/A N/A N/A N/A N/A N/A
EAST2 REQUIRED 299.7'10' - D 12 15 54 N/A
PROVIDED 299.7'10' - D 12 15 54 N/A
WEST REQUIRED 625.37'10' - F1 19 38 50 F1 - Fence
PROVIDED 625.37'10' - F1 19 38 65 F1 - Fence
SOUTH REQUIRED 453.1000 10' - F2 19 37 55 N/A
PROVIDED 453.1000 10' - F2 19 37 55 N/A
5 gal.
Proposed Zoning I-1
1 per 500 1 per 250 1 per 40 15%2%
GMI Development Phase 1
Leucophyllum frutescensGreen Cloud SageGC33 5 gal. 36" oc
Bur Oak Quercus macrocarpaBO12 3" cal. B&B 12' ht. 6' spread
Live Oak Quercus virginianaLO9 3" cal. B&B 12' ht. 6' spread
WM
LE
LE
LE
LE
LE
RB
CR
CR
CR
CR
CR
CR
CR
TY
TY
TY
TY
TY
WM
WM
RY
RY
DY DY
DY DY
PM
PM
PM
PM
DIH
DIH
DIH
DIH
DIHSP
HD
HD HD
HD
DIH
DIH
DIH
DIH
DIH
HD
HD
DY
DY
DIH
DIH
DIH
DIH
DIH
10'- D
Landscape Buffer
10'-F1Landscape Buffer
10'-D
Landscape Buffer
10'- D
Landscape Buffer
LO
AB
AB
AB
AB
7" Cedar6" Cedar
6" Cedar
30" Elm14" Elm
7" Oak
18" Elm
14" Oak
16" Elm
6" Oak
6" Elm
20" Oak
25" Oak
18" Oak
12" Oak
6" Cedar
12" Elm
19" Cedar
11" Elm
7" Elm
CORNERSTONE BUSINESS PARK
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S. NOL
E
N
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E
CONC
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D
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7
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.
O
.
W
.
ROW DEDICATION
10' - F1
NORTH
E
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1
1
0
'
-
D
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T
2
10'
-
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PHASE 2
P
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2
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Evergeen
Shrub Screen
Evergeen
Shrub Screen
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Phase 2 Planting
Ph
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Phase 1 Planting
AB
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Interior Plantings
Interior Plantings
Interior Plantings
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Interior Plantings
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DA
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No
.
RE
V
I
S
I
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N
BY
DATE:
SHEET
8/25/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
19
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P
M
TEXAS FIRM #14199
File No:2020-076
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
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K
E
D
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S
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A
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P
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A
N
0
GRAPHIC SCALE
1 inch = 30 ft.
15 603030
LANDSCAPE CALCULATIONS
Building Floor Area 58,780 SF
Phase 2 - Remainder of Development
11,756 SF
47,668 SF
Parking Lot Landscape PROVIDEDREQUIRED
70%
parking between bldg. and R.O.W.427 spaces 8,540 sf 13,344 sf
81%
SUMMARY CHART - INTERIOR LANDSCAPE
Required
or
Provided
Landscape
Area (Sq.
ft.)
% of area in
front or side
Canopy
Trees
Accent
Trees
Shrubs Ground
Cover (Sq.
Ft.)
Seasonal Color
Required
Provided
75%24 48 294
1,800 SF
1,764 SF
240 SF
236 SF
298 spaces
38 48 294
427 x 20 SF = 8,540
SUMMARY CHART - BUFFERYARDS
LOCATION REQUIRED /
PROVIDED LENGTH BUFFERYARD
WIDTH - TYPE
CANOPY
TREES
ACCENT
TREES SHRUBS FENCE /
SCREENING
NORTH REQUIRED 470.19'10' - F1 15 29 38 F1-Fence
PROVIDED 470.19'10' - F1 15 29 38 F1-Fence
EAST 1 REQUIRED 235.37'10' - D 10 12 43 none
PROVIDED 235.37'10' - D 10 12 43 none
EAST 2 REQUIRED 682.02'10' - D 28 35 123 none
PROVIDED 682.02'10' - D 28 35 123 none
WEST REQUIRED N/A N/A N/A N/A N/A none
PROVIDED N/A N/A N/A N/A N/A none
TOTALS ...
5 gal.
Proposed Zoning I-1
1 per 500 1 per 250 1 per 40 15%2%
City of Southlake, Texas
HATCH LEGEND
Landscape
Buffer Areas
Evergreen
Shrub Screen
(Phase 2)
7
1
.
8
1
S
F
F
I
R
E
R
I
S
E
R
5'
U
T
I
L
I
T
Y
E
A
S
E
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T
15
'
C
O
M
M
O
N
A
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C
E
S
S
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S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
MEADOW OAKS
DOC. No. D179550021
LOT 6
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.
LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
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R
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A
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Y
7
0
'
R
.
O
.
W
.
CRO
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A
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A
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A
Y
VAR
I
A
B
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E
W
I
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H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
PROP. ADA RAMP
PROP. CONCRETE
SIDEWALK
PROP. ADA RAMP PROP. ADA RAMP
PROP. CONCRETE
SIDEWALK
PROPOSED STAIRS
TO SECOND FLOOR
EXISTING DRAINAGE SYSTEM IN
PLACE ALONG S NOLEN DRIVE.
REQUEST VARIANCE FOR PROPOSED
SIDEWALK ALONG S NOLEN DRIVE.
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/25/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
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E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
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7
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W
W
W
.
C
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G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PE
D
E
S
T
R
I
A
N
A
C
C
E
S
S
P
L
A
N
LEGEND
PROPOSED CONCRETE SIDEWALK
PROPOSED PUBLIC SIDEWALK
C-7