Item 7A Plans∆
∆
∆
∆
∆
∆
CE
N
T
E
R
L
I
N
E
C
O
N
C
F
L
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E
CE
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C
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C
F
L
U
M
E
OWNER: DAVID AND DEANNA
SPURIA
EXISTING ZONING: SF1-A
EXISTING LUD: LOW DENSITY
RESIDENTIAL
OWNER: TOM OEVELEN
EXISTING ZONING: SF1-A
EXISTING LUD: LOW DENSITY
RESIDENTIAL
OWNER: ALTUS GROUP US INC.
EXISTING ZONING: AG
EXISTING LUD: LOW DENSITY
RESIDENTIAL
OWNER: GERALD AND CAROLYN PRUITT
EXISTING ZONING: AG
EXISTING LUD: LOW DENSITY RESIDENTIAL
OWNER: MONTY AND DENEEN PATTERSON
EXISTING ZONING: AG
EXISTING LUD: LOW DENSITY RESIDENTIAL
DA
V
I
S
B
L
V
D
.
/
F
M
1
9
3
8
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
O
W
)
LOT 13
1.39 AC
60,682 SF
LOT 1
1.15 AC
50,199 SF
LOT 2
1.68AC
73,014 SF
LOT 3
1.53 AC
67,190 SF
LOT 4
1.70 AC
73,914 SF
LOT 5
1.18 AC
51,520 AF
LOT 6
1.74 AC
75,854 SF
LOT 7
1.08 AC
46,968 SF
LOT 8
1.17 AC
50,943 SF
LOT 9
1.28 AC
55,810 SF
LOT 10
1.37 AC
59,826 SF
LOT 11
1.62 AC
70,690 SF
LOT 12
1.44 AC
62,906 SF
32' ACCESS AND
UTILITY ESMT
31' DRIVE
FIRE LANE
32' ACCESS AND
UTILITY ESMT
24' DRIVE
FIRE LANE
32
'
A
C
C
E
S
S
A
N
D
UT
I
L
I
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Y
E
S
M
T
24
'
D
R
I
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E
F
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L
A
N
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MA
R
A
N
A
T
H
A
W
A
Y
MA
R
A
N
A
T
H
A
W
A
Y
MA
R
A
N
A
T
H
A
W
A
Y
MA
R
A
N
A
T
H
A
W
A
Y
2
0
'
40'
2
0
'
2
0
'
4
0
'
20'20'
4
0
'
20'
20'
40'
EXISTING
POND
EXISTING
POND
EXISTING
POND
EXISTING
POND
20'
20'
40
'
20'
2
0
'
2
0
'
2
0
'
40
'
40'
40'
20
'
20
'
40'40'
20
'
20
'
4
0
'
4
0
'
40'
4
0
'
40'40'
4
0
'
4
0
'
40'
2
0
'
2
0
'
40'40'
2
0
'
2
0
'
40
'
40'
2
0
'
40'
40'
40'
2
0
'
2
0
'
20'
40'
40'
OWNER: QUAIL HOLLOW DEVELOPMENT II LLC
TOWN OF WESTLAKE
EXISTING ZONING: ESTATE RESIDENTIAL
EXISTING LAND USE: LOW DENSITY
RESIDENTIAL
OWNER: QUAIL HOLLOW DEVELOPMENT II LLC
TOWN OF WESTLAKE
EXISTING ZONING: ESTATE RESIDENTIAL
EXISTING LAND USE: LOW DENSITY
RESIDENTIAL
OWNER: QUAIL HOLLOW DEVELOPMENT II LLC
TOWN OF WESTLAKE
EXISTING ZONING: ESTATE RESIDENTIAL
EXISTING LAND USE: LOW DENSITY
RESIDENTIAL
OWNER: QUAIL HOLLOW DEVELOPMENT II LLC
TOWN OF WESTLAKE
EXISTING ZONING: ESTATE RESIDENTIAL
EXISTING LAND USE: LOW DENSITY
RESIDENTIAL
OWNER: THE VAQUERO
CLUB
TOWN OF WESTLAKE
EXISTING ZONING: ESTATE
RESIDENTIAL
EXISTING LAND USE: LOW
DENSITY RESIDENTIAL
OWNER: VAQUERO HOME
OWNERS ASSOCIATION
TOWN OF WESTLAKE
EXISTING ZONING: ESTATE
RESIDENTIAL
EXISTING LAND USE: LOW
DENSITY RESIDENTIAL
OWNER: VAQUERO HOME
OWNERS ASSOCIATION
TOWN OF WESTLAKE
EXISTING ZONING: ESTATE
RESIDENTIAL
EXISTING LAND USE: LOW
DENSITY RESIDENTIAL
VARIABLE WIDTH
DRAINAGE ESMT
VARIABLE WIDTH
DRAINAGE ESMT
VARIABLE WIDTH
DRAINAGE ESMT
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
1
4
1
.
1
1
'
PROPOSED GANG MAILBOX
AND PARKING
32
'
A
C
C
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S
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A
N
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RANDALL MILL ROAD
MA
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A
N
A
T
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A
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MA
R
A
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A
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32' ROW
24' DRIVE
FIRE LANE
32' ROW
24' DRIVE
FIRE LANE
LEGEND
PROPOSED CONCRETE PAVEMENT
PROPOSED CURB AND GUTTER
DA
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No
.
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DATE:
SHEET
File No. 2018-185
CHECKED:CLC
DRAWN:BJK
DESIGN:BJK
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
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1/28/2019
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ZA19-0008
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
SP-1
ZO
N
I
N
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D
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V
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L
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ENGINEER
OWNER/APPLICANT
SRI SOUTHLAKE VILLAS, INC.
735 ARBOL
IRVING, TX 75039
CONTACT: NARENDER KASARLA
EMAIL: NRKASARLA@GMAIL.COM
CLAYMOORE ENGINEERING
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TEXAS 76021
PH: 817.281.0572
FAX: 817.281.0574
CONTACT: CLAY CRISTY, PE
EMAIL: CLAY@CLAYMOOREENG.COM
COUNTY SURVEY:ABSTRACT NO.
TARRANT A,A, FREEMAN 522
CITY:STATE:
SOUTLAKE TEXAS
LEGAL DESCRIPTION:
VOLUME 14589, PAGE 453 DEED RECORDS,
TARRANT COUNTY
18.354 ACRES - 799,507 SF
MARANATHA RESIDENTIAL
SITE PLAN
SITE DATA TABLE
ANTICIPATED SCHEDULE OF DEVELOPMENT
START OF CONSTRUCTIOIN MARCH 2019
END OF CONSTRUCTION SEPTEMBER 2019
PROPERTY DATA
EXISTING ZONING AG
EXISTING LAND USE DESIGNATION LOW DENSITY RESIDENTIAL
PROPOSED ZONING R-PUD
NUMBER OF LOTS PROPOSED 13 LOTS
AVERAGE LOT SIZE 54,334 SF (1.25 AC)
GROSS ACREAGE 18.35 AC / 799,507 SF
AREA EASEMENTS/ROW 2.15 AC / 93,786 SF
NET ACREAGE (MINUS ESMT/ROW)16.2 AC / 705,721 SF
GROSS DENSITY 0.708 UNITS/ACRE
NET DENSITY 0.802 UNITS/ACRE
QUAIL
VAQUERO HOLLOW
SITE
FAWKES
F
.
M
.
1
9
3
8
/
D
A
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D
O
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MI
L
L
VICINITY MAP
N.T.S
MATCH LINE THIS SHEET
MATCH LINE THIS SHEET
PROPOSED MARANATHA REBUILD
AND EXTENSION TO RANDOLL
MILL ROAD.
CE
N
T
E
R
L
I
N
E
C
O
N
C
F
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CE
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C
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639.16
638.92
640.23640.47
642.78
642.94
644.02
645.05
644.73
639.93
640.17
631.00631.72
633.00
TW
630.60
BW
633.00
TW
630.00
BW
631.50
BW
634.00
TW
634.00
TW
631.25
BW 637.16
636.92
645.27
645.51
648.48
648.72
646.87
643.29
BW
643.29
TW
646.93
BW
644.50
TW
648.78
BW
652.36
TW
653.09
653.33 653.39
BW
658.72
TW
654.00
654.04
BW
654.04
TW
653.76
658.42
658.18 658.48
BW
658.48
TW
657.00
TW
657.00
BW
659.18
659.95
660.19
649.34
649.58645.30
645.06
641.00
TW
636.10
BW
641.00
TW
636.30
BW639.50
TW637.50
BW
637.40
BW
639.50
TW
636.24
636.48
636.75
637.10
637.47
637.99
639.34
639.21
637.59
637.49
638.49
638.73
639.77
639.53
636.00
635.76
637.28
637.04
PROPOSED BRIDGE
PROPOSED BRIDGE
C-1
GR
A
D
I
N
G
P
L
A
N
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED GRADE
(TOP OF PAVEMENT)
ME MATCH EXISTING
TW TOP OF RETAINING WALL
699.50
100
100
GRADING 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.
4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED
OTHERWISE.
5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS
REGARDING FILL COMPACTION AND MOISTURE CONTENT.
6.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE
RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE.
7.CONTRACTOR SHALL MATCH EXISTING GRADES ALONG
COMMON PROPERTY LINES.
GRADE BREAK
BW BOTTOM OF RETAINING WALL
0
GRAPHIC SCALE
1 inch = ft.
30 30 60
30
15
DA
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No
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DATE:
SHEET
File No. 2018-185
CHECKED:CLC
DRAWN:BJK
DESIGN:BJK
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
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1/28/2019
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Yellow cap
S 88° 24' 24" W 421.23'
Volume 13019, Page 457,
PONDPOND
POND
POND
Pipe Rail Fences
Pipe
R
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F
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F
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F
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Storm Inlets
S 00° 04' 45" W
58.37'
S 88° 16' 49" W 390.59'
Wi
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F
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Wi
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F
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0
0
°
2
3
'
0
9
"
W
TxDot
9
9
.
3
9
'
S 89° 36' 17" W
30.0'
N
0
0
°
2
3
'
0
5
"
W
8
9
3
.
6
9
Pipe Rail Fences
Chain Link Fence
N 89° 58' 22" E 843.15'
S
0
0
°
1
9
'
3
1
"
E
9
1
1
.
4
6
Fnd 1/2" IR
Po
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P
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N 89° 36' 17" E
S
4
2
°
4
3
'
0
3
"
E
S
0
0
°
2
3
'
4
3
"
E
S
4
7
°
3
0
'
4
1
"
W
S 89° 36' 17" W
10.0'
6
6
.
8
4
'
6
2
.
0
0
'
33.6
9
'
30.0'
END OF FLUME & WALL
END OF FLUME
END OF FLUME
Fnd 1/2" IR
Fnd 1/2" IR
Fnd 1/2" IR
Concrete Monument
TxDot
Concrete Monument
2-Story Residence
D.R.T.C.T.
10981, Page 614
D.R.T.C.T.
Volume 14173, Page 360
Volume 14310, Page 544
D.R.T.C.T.
Volume 9339, Page 1071D.R.T.C.T.
Volume 11912, Page 242
D.R.T.C.T.
D.R.T.C.T.
18.354 Acres
Yin Chun Chang
Re
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B
e
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i
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A-2
4.07 AC
14.62 CFS
A-1
2.07 AC
7.43 CFS
A-3
1.51 AC
5.42 CFS
A-4
1.16 AC
4.17 CFS
A-5
5.32 AC
19.10 CFS
A-7
2.84 AC
10.20 CFS
A-6
1.38 AC
4.96 CFS
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
C-2
DR
A
I
N
A
G
E
A
R
E
A
M
A
P
LEGEND
- DRAINAGE AREA
.
-DRAINAGE AREA IN ACRES
.
- FLOW FOR DRAINAGE AREA IN CFS
DIRECTION OF FLOW
DRAINAGE AREA BOUNDARY
B-1
1 AC
10 CFS
DA
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No
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DATE:
SHEET
File No. 2018-185
CHECKED:CLC
DRAWN:BJK
DESIGN:BJK
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
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CENTERLINE CONC FLUMECENTERLINE CONC FLUME
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PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT
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8
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W
A
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8" WATER LINE8" WATER LINE
8
"
W
A
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8" WATER LINE
8" WATER LINE
32' ROW32' ROW
3
7
'
R
O
W
32' ROW32' ROW CONNECT TO EXISTING WATER LINE
W
A
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WATER SERVICE TO LOT WATER SERVICE TO LOTWATER SERVICE TO LOTWATER SERVICE TO LOT WATER SERVICE TO LOTWATER SERVICE TO LOT
W
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PROPOSED HEADWALL
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3
2
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R
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3
2
'
R
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C
-
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UTILITY PLAN
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:
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1
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MARANATHA
RESIDENTIAL
SOUTHLAKE, TEXAS
Z
A
1
9
-
0
0
0
8
L
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G
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D
E
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1.02
ACRES
1
ACRES
1.07
ACRES
1.05
ACRES
1
ACRES
1.03
ACRES
1.14
ACRES
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1
ACRES
1
ACRES
1
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ACRES
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GRAPHIC SCALE
1 inch = ft.
50 50 100
100
25
EX-1
LO
T
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ENGINEER
OWNER/APPLICANT
SRI SOUTHLAKE VILLAS, INC.
735 ARBOL
IRVING, TX 75039
CONTACT: NARENDER KASARLA
EMAIL: NRKASARLA@GMAIL.COM
CLAYMOORE ENGINEERING
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TEXAS 76021
PH: 817.281.0572
FAX: 817.281.0574
CONTACT: CLAY CRISTY, PE
EMAIL: CLAY@CLAYMOOREENG.COM
COUNTY SURVEY:ABSTRACT NO.
TARRANT A,A, FREEMAN 522
CITY:STATE:
SOUTLAKE TEXAS
LEGAL DESCRIPTION:
VOLUME 14589, PAGE 453 DEED RECORDS,
TARRANT COUNTY
18.354 ACRES - 799,507 SF
MARANATHA RESIDENTIAL
SITE PLAN
QUAIL
VAQUERO HOLLOW
SITE
FAWKES
F
.
M
.
1
9
3
8
/
D
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V
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DA
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E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No. 2018-185
CHECKED:CLC
DRAWN:BJK
DESIGN:BJK
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
C
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,
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E
:
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7
.
2
8
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D
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W
.
C
L
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M
O
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R
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E
N
G
.
C
O
M
1/28/2019
MA
R
A
N
A
T
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A
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S
I
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E
N
T
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ZA19-0008
Po
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7
R.
P
.
R
.
T
.
C
.
T
.
PERMANENT DRANIGE EASEMENT
CC# D208390786
R.P.R.T.C.T.
N 89° 36' 17" E
S
4
2
°
4
3
'
0
3
"
E
S
0
0
°
2
3
'
4
3
"
E
S
4
7
°
3
0
'
4
1
"
W
S 89° 36' 17" W
10.0'
6
6
.
8
4
'
6
2
.
0
0
'
33.6
9
'
30.0'
& CC# D212120406
F
M
1
9
3
8
(D
A
V
I
S
B
L
V
D
)
LOT 13
1.17 AC
50,750 SF
LOT 1
1.05 AC
45,592 SF
LOT 2
1.56 AC
67,938 SF
LOT 3
1.33 AC
57,737 SF
LOT 4
1.52 AC
66,344 SF
LOT 5
1.00 AC
43,611 SF
LOT 6
1.43 AC
62,216 SF
LOT 7
1.07 AC
46,432 SF
LOT 8
1.05 AC
45,573 SF
LOT 9
1.20 AC
52,401 SF
LOT 10
1.28 AC
55,846 SF
LOT 11
1.38 AC
59,932 SF
LOT 12
1.19 AC
52,005 SF
2885
2884
2883 2882
2881
2875
2874
2872
2880
2871
2869
2876
2877
2880
2873
2878
2868
2867
2866
2865
2864
2863
2862
2870
2861
2860
2859
2858
2857
2856
2855
2854
2852
2853
2851
2850
2848
2845
2847
2846
2844
2843
2841
2842
2840
2839
2837
2836
2838
2835 2832
2834
2833
2812
2753
2752
2749
2750
2751
2748
2744
2745
2743
2747
2746
2742 2741
2740
2739
2738
2736 2737
2734
2735
2733
2721
2722
2720
2719
2723
2724
2717
2716
2726
2728
2729 2729
2727
273
2730
2725
2697
2811
2810
2718
2712
2713
2714
2715 2709
2708
2711
2703
2710
2704
2707
2705
2706
4181
2701
2702
2700
2695
2696
2809
2808
2807
2826
2827
2818
2828
2825
2824
2823
2821
2822
2819
2820
2803
2802
2699
2698
2806
2805
2804
2801
2798
2800
2781
2694
2890
2889
2888
2887
2886
2891 2892
2893
2894
2899
2895
2900
2896
2897
2898 4063
4062
2901
2902
2904
2903
2908
2907
2909
2905
2906
4079
4078
4077
4075 4076
4074
4061
4073
4072
4071
4070
2911
2912
2913
2914
2910
2915
2916
2918
2919
2921
2920
2922
2924
29252926
2923
2927
4064
4060
4058
4058
4057
4050
4052
4049
4051
4048
4042
4053
4055
4054
4098
4137
4135
4134
4136
4138
4133
4132
4131
4140
4141
4148
4142
4145
4146
4143
4144
4147
4185
4184
4182
4183
4186
4150 4149
4151
4152
4175
4174 4172
4163
4166
4164
4165
4161
4157
4158
4160
4167
4162
4159
4153
4154
4173
4155
4156
4170
4171
4169
4168
4130
4129
4128
4127
4126
4125
4124
4123
4122
4121
4118
4120
4119
4114
4115
4117
4116
4111
4112 4113
4108
4106
4104
4101
4099
4100
4102
4103
4110
4109
4107
4105
2816
2817
2831
2830
2815
2813
2814
4080
4083
4081
2829
4082
4084
4085
4091
4092
4097
4096
4095
4094
4093
4087
4086
2755
2772
2754
27712765
27572759
2758
2760
2767
2761
2766
2762
2769
2770
2763
2768
2764
4037
4038
4040
4039
4041
4041
4034
4030
4047
4045
4044
4059
4046
2934
2928
2929
2930
2932
2931
2933
2937
2936
2938
2939
2935
2940
2942
2941
2943
2946
2944
2945
2959
2947
2948
2953
2952
2949
2951
2950
2954
2955
2956
2957
2958
2960
2961
2663
4065
2963
2962
2964
2965
2966
2967
2968
2969
2970
2971
4066
2974
2972
2973
2975
2977
2976
2979
2980
2981
2982
2983
2984
2987
2986
2985
2988
4067
4068
2989
2990
2991
2996
2997
2992
2993
2994
2995
4069
4008
3000
29982999
4001
4002
4003
4006
4010
4012
4011
4013
4008
4009
4015
4016
4033
4036
4029
4031
4026
4027
4014
4017
4018
4019
4020
4021
4022
4023
4028
4024 4025
2693
2680
2678
2679
2676
2677
2669
2684
2683
2799
26852786
2668
2681
2682
2675
2691
2690
2784
2774
2773
2785
2775
2776
2777
2779
2778
2780
2782
2783
2689
2688
2687
2692
2667
2671
2673
2672
2666
2665
4180
4179
4178
4177
4176
4234
4232
4231
4225
4226
4229
4228
4230
4224
4227
4217
4219
4214
4215
4216
4218
4223
4222
4220
4221
2786
2797
2796
2788
2787
2795
2794
2792
2793
2789
2791
2790
4240
4239
4237 4238
4190
4235
4236
4206
4200
4201
4202
4204
4203
4189
4188
4187
4191
4192
4193
4194
4233
4210
4213
4211
4212
4209
4208
4207
4199
4198
4197
4195
4196
2898
EXISTING TREE
TO REMAIN, TYP.
EXISTING TREE
TO REMAIN, TYP.
EXISTING TREE
TO REMAIN, TYP.
EXISTING TREE
TO REMAIN, TYP.
EXISTING TREE
TO REMAIN, TYP.
EXISTING TREE
TO REMAIN, TYP.
EXISTING TREE
TO REMAIN, TYP.
EXISTING TREE
TO BE REMOVED, TYP.
EXISTING TREE
TO BE REMOVED, TYP.
EXISTING TREE
TO BE REMOVED, TYP.
EXISTING TREE
TO BE REMOVED, TYP.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No.
12/12/2018
CHECKED:
DRAWN:
DESIGN:
MA
R
A
N
A
T
H
A
W
A
Y
18
2
5
M
A
R
A
N
A
T
H
A
W
A
Y
SO
U
T
H
L
A
K
E
,
T
E
X
A
S
11
0
5
C
H
E
E
K
S
P
A
R
G
E
R
R
D
.
S
U
I
T
E
#
1
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
CO
L
L
E
Y
V
I
L
L
E
,
T
X
7
6
0
3
4
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS REGISTRATION #14199
2018-185
S
T
A
TE O F T E X A S
T
C
E
T
H
I
R
C
A
EPACSDNALDEE
G E
I S
R
RT
422 6
K O R I N H
A
U
G
A N
06/18/19
03
/
0
8
/
1
9
CO
O
R
D
I
N
A
T
I
O
N
NA
Y
1
CASE #: ZA19-0008
05
/
2
0
/
1
9
CI
T
Y
C
O
M
M
E
N
T
S
NA
Y
2
06
/
1
8
/
1
9
NA
Y
3
CO
O
R
D
I
N
A
T
I
O
N
TR
E
E
P
R
E
S
E
R
V
A
T
I
O
N
PL
A
N
L1.01
KAH
NAY
NAY
X
EXISTING TREE
TO BE REMOVED
TREE PROTECTION FENCING
TO REMAIN DURING CONSTRUCTION
REFER TO 01/L1.04
EXISTING TREE
TO REMAIN
EXISTING TREE LEGEND
0 30 60 120
SCALE: 1" = 60'-0"
N
TOTAL SITE AREA: 799,507 s.f. (18.35 acres)
EXISTING CANOPY COVERAGE: 251,661 s.f. (32%)
EXISTING CANOPY TO BE REMOVED: 76,812 s.f. (31%)
EXISTING CANOPY TO REMAIN: 110,998 s.f. (44%)
Po
r
t
i
o
n
t
o
T
a
r
r
a
n
t
C
o
u
n
t
y
CC
#
D
2
0
8
3
9
0
7
8
7
R.
P
.
R
.
T
.
C
.
T
.
PERMANENT DRANIGE EASEMENT
CC# D208390786
R.P.R.T.C.T.
N 89° 36' 17" E
S
4
2
°
4
3
'
0
3
"
E
S
0
0
°
2
3
'
4
3
"
E
S
4
7
°
3
0
'
4
1
"
W
S 89° 36' 17" W
10.0'
6
6
.
8
4
'
6
2
.
0
0
'
33.6
9
'
30.0'
& CC# D212120406
F
M
1
9
3
8
(D
A
V
I
S
B
L
V
D
)
LOT 13
1.17 AC
50,750 SF
LOT 1
1.05 AC
45,592 SF
LOT 2
1.56 AC
67,938 SF
LOT 3
1.33 AC
57,737 SF
LOT 4
1.52 AC
66,344 SF
LOT 5
1.00 AC
43,611 SF
LOT 6
1.43 AC
62,216 SF
LOT 7
1.07 AC
46,432 SF
LOT 8
1.05 AC
45,573 SF
LOT 9
1.20 AC
52,401 SF
LOT 10
1.28 AC
55,846 SF
LOT 11
1.38 AC
59,932 SF
LOT 12
1.19 AC
52,005 SF
EXISTING TREE CANOPY
TO REMAIN, TYP.EXISTING TREE CANOPY
TO REMAIN, TYP.
EXISTING TREE CANOPY
TO REMAIN, TYP.
EXISTING TREE CANOPY
TO REMAIN, TYP.
EXISTING TREE CANOPY
TO REMAIN, TYP.
EXISTING TREE CANOPY
TO REMAIN, TYP.
EXISTING TREE CANOPY
TO REMAIN, TYP.
EXISTING TREE CANOPY
TO REMAIN, TYP.
EXISTING TREE CANOPY
TO BE REMOVED, TYP.
EXISTING TREE CANOPY
TO BE REMOVED, TYP.
EXISTING TREE CANOPY
TO BE REMOVED, TYP.
EXISTING TREE CANOPY
TO BE REMOVED, TYP.
EXISTING TREE CANOPY
TO BE REMOVED, TYP.
EXISTING TREE CANOPY
TO REMAIN, TYP.
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No.
12/12/2018
CHECKED:
DRAWN:
DESIGN:
MA
R
A
N
A
T
H
A
W
A
Y
18
2
5
M
A
R
A
N
A
T
H
A
W
A
Y
SO
U
T
H
L
A
K
E
,
T
E
X
A
S
11
0
5
C
H
E
E
K
S
P
A
R
G
E
R
R
D
.
S
U
I
T
E
#
1
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
CO
L
L
E
Y
V
I
L
L
E
,
T
X
7
6
0
3
4
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS REGISTRATION #14199
2018-185
S
T
A
TE O F T E X A S
T
C
E
T
H
I
R
C
A
EPACSDNALDEE
G E
I S
R
RT
422 6
K O R I N H
A
U
G
A N
06/18/19
03
/
0
8
/
1
9
CO
O
R
D
I
N
A
T
I
O
N
NA
Y
1
CASE #: ZA19-0008
05
/
2
0
/
1
9
CI
T
Y
C
O
M
M
E
N
T
S
NA
Y
2
06
/
1
8
/
1
9
NA
Y
3
CO
O
R
D
I
N
A
T
I
O
N
T
R
E
E
C
O
N
S
E
R
V
A
T
I
O
N
PL
A
N
L1.02
KAH
NAY
NAY
0 30 60 120
SCALE: 1" = 60'-0"
N
EXISTING MARGINAL TREES
TO REMAIN
EXISTING TREE CANOPY
TO REMAIN
EXISTING TREE LEGEND
EXISTING TREE CANOPY
TO BE REMOVED
TOTAL SITE AREA: 799,507 s.f. (18.35 acres)
EXISTING CANOPY COVERAGE: 251,661 s.f. (32%)
EXISTING CANOPY TO BE REMOVED: 76,812 s.f. (31%)
EXISTING CANOPY TO REMAIN: 110,998 s.f. (44%)
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No.
12/12/2018
CHECKED:
DRAWN:
DESIGN:
MA
R
A
N
A
T
H
A
W
A
Y
18
2
5
M
A
R
A
N
A
T
H
A
W
A
Y
SO
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File No.
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DESIGN:
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2018-185
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CASE #: ZA19-0008
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L1.04
KAH
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TREE PRESERVATION NOTES
1.EXISTING TREES TO REMAIN SHALL BE PROTECTED
DURING CONSTRUCTION FROM TREE STRUCTURE
DAMAGE AND COMPACTION OF SOIL UNDER AND
AROUND DRIP LINE (CANOPY) OF TREE.
2.IF ANY ROOT STRUCTURE IS DAMAGED DURING
ADJACENT EXCAVATION / CONSTRUCTION, NOTIFY
OWNER'S AUTHORIZED REPRESENTATIVE
IMMEDIATELY. IT IS RECOMMENDED THAT A LICENSED
ARBORIST BE SECURED FOR THE TREATMENT OF ANY
POSSIBLE TREE WOUNDS.
3.NO DISTURBANCE OF THE SOIL GREATER THAN 4"
SHALL BE LOCATED CLOSER TO THE TREE TRUNK
THAN 1/2 THE DISTANCE OF THE DRIP LINE TO THE
TREE TRUNK. A MINIMUM OF 75% OF THE DRIP LINE
AND ROOT ZONE SHALL BE PRESERVED AT NATURAL
GRADE.
4.ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT
ZONES OF THE PROTECTED TREES MUST BE DONE
WITH LIGHT MACHINERY SUCH AS A BOBCAT OR
LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT
WITH TRACKS IS ALLOWED WITHIN THE CRITICAL
ROOT ZONE OF THE TREES.
5.NO MATERIALS INTENDED FOR USE IN CONSTRUCTION
OR WASTE MATERIALS ACCUMULATED DUE TO
EXCAVATION OR DEMOLITION SHALL BE PLACED
WITHIN THE LIMITS OF THE DRIP LINE OF ANY TREE.
6.NO EQUIPMENT MAY BE CLEANED OR TOXIC
SOLUTIONS, OR OTHER LIQUID CHEMICALS, SHALL BE
DEPOSITED WITHIN THE LIMITS OF THE DRIP LINE OF A
TREE, INCLUDING BUT NOT LIMITED TO: PAINT, OIL,
SOLVENTS, ASPHALT, CONCRETE, MORTAR, PRIMERS,
ETC.
7.NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER
THAN THOSE OF A PROTECTIVE NATURE, SHALL BE
ATTACHED TO ANY TREE.
8.NO VEHICULAR / CONSTRUCTION EQUIPMENT TRAFFIC
OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE
DRIP LINE OF TREES.
9.BORING OF UTILITIES MAY BE PERMITTED UNDER
PROTECTED TREES IN CERTAIN CIRCUMSTANCES. THE
MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH
OF THE TREE'S CANOPY AND SHALL BE A MINIMUM
DEPTH OF FORTY-EIGHT (48") INCHES.
10.IRRIGATION TRENCHING WHICH MUST BE DONE WITHIN
THE CRITICAL ROOT ZONE OF A TREE SHALL BE DUG
BY HAND AND ENTER THE AREA IN A RADIAL MANNER.
11.ALL TREES TO BE REMOVED FROM THE SITE SHALL BE
FLAGGED BY THE CONTRACTOR WITH BRIGHT RED
VINYL TAPE (3" WIDTH) WRAPPED AROUND THE MAIN
TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE.
FLAGGING SHALL BE APPROVED BY OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO ANY TREE
REMOVAL. CONTRACTOR SHALL CONTACT OWNER'S
AUTHORIZED REPRESENTATIVE WITH 72 HOURS
NOTICE TO SCHEDULE ON-SITE MEETING.
12.ALL TREES TO REMAIN, AS NOTED ON DRAWINGS,
SHALL HAVE PROTECTIVE FENCING LOCATED AT THE
TREE'S DRIP LINE. THE PROTECTIVE FENCING MAY BE
COMPRISED OF SNOW FENCING, ORANGE VINYL
CONSTRUCTION FENCING, CHAIN LINK FENCE OR
OTHER SIMILAR FENCING WITH A FOUR (4') FOOT
APPROXIMATE HEIGHT. THE PROTECTIVE FENCING
SHALL BE LOCATED AS INDICATED ON THE TREE
PROTECTION DETAIL.
13.WHEN A LOW HANGING LIMB IS BROKEN DURING THE
COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL
NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE
IMMEDIATELY. UNDER NO CIRCUMSTANCE SHALL THE
CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED
TREE WITHOUT THE PRIOR APPROVAL BY THE
OWNER'S AUTHORIZED REPRESENTATIVE.
4'
-
0
"
M
I
N
.
3'
-
0
"
LIMITS OF DRIPLINE
01 TREE PROTECTIVE FENCING
NOT TO SCALE
REFER TO PLAN FOR
EXISTING TREE TO REMAIN
EXISTING GRADE TO
REMAIN UNDISTURBED
METAL T-POST PLACED NO
FURTHER THAN 15' APART
SNOW FENCE, ORANGE VINYL
CONSTRUCTION FENCE, OR
CHAINLINK FENCE