Item 7 - Plans59.0'
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEE
G
G
ST
ST
T
W
METAL
OVERHANG
OVER GRAVEL
10' X 12'
WOOD
SHED
METAL
FENCE
METAL
FENCE
METAL
FENCE
BRICK CHURCH
BUILDING
WOOD
FENCE
SCHOOL
ZONE
SIGNAL
GRAVEL
GRAVEL
X-TIE
WALL
EXISTING
1 STORY
BRICK HOUSE
CONCRETE
PATIOMETAL
FENCE S.
CARROLL
AVENUE
ASPHALT
PAVING ASPHALTPAVING CONCRETEPAVING
11.2'525526527527527527526525522
523
524521520 521522523524526 527526
525523
522 523522523524525526
52
5
526527
527
527
525526527527
527
527
526525
524525526524525526523522
523521
522COVERED
CONCRETE
PATIO
SIDEWALK
SIDEWALK 44.1'62.9'
WOOD
FENCE
WOOD
RAILING64.6'145.4'20.3'9.2'8.1'
1307
1301
1302
1304
13031305
1316
1317
1315
1314
1313 1312
1306
1308
13091310
1311
LOT 2,
O.W. KNIGHT NO. 899 ADDITION
CAB. A, SLIDE 1459
P.R.T.C.T.
LOT 21,
O.W. KNIGHT NO. 899 ADDITION
CAB. A, SLIDE 9459
P.R.T.C.T.
ALEXANDER HENNUM
AND BONNIE HENNUM
CALLED 1.046 ACRES
DOC. NO. D224064831
O.P.R.T.C.T.
LOT 7,
BLOCK 5
LOT 6,
BLOCK 5
VERSAILLES
CAB. A, PG. 2989
P.R.T.C.T.
1/2" IRF
(PASS AT 256.09')
P.O.B.
PKS
CIRS
PKS
1/2" IRF
(LEANING)
XF
MAG NAIL
FND.
5' U.E.
CAB. A, SLIDE 1459
P.R.T.C.T.30' B.L.CAB. A, SLIDE 1459P.R.T.C.T.30' R.O.W. DEDICATIONCAB. A, SLIDE 1459P.R.T.C.T.(APPEARS ABANDONED)FIRST BAPTIST CHURCH
OF SOUTHLAKE
CALLED 0.339 ACRES
VOL. 12409, PG. 830
O.P.R.T.C.T.LOT 21,O.W. KNIGHT NO. 899 ADDITIONCAB. A, SLIDE 9459P.R.T.C.T.R.O.W. DEDICATIONCAB. A, SLIDE 9459P.R.T.C.T.S.
CARROLL
AVENUEVARIABLE W
IDTH R
.O
.W.DEDICTAT
ION
CAB
.
A
, SL
IDE 2989P.R
.T
.C
.T
.40' B.L.CAB. A, SLIDE 9459P.R.T.C.T.5' U.E.
CAB. A, SLIDE 9459
P.R.T.C.T.
5' U.E.
CAB. A, SLIDE 9459
P.R.T.C.T.5' U.E.CAB. A, SLIDE 9459P.R.T.C.T.APPROXIMATESURVEY LINE10' P.L.E. & U.E.CAB. A, SLIDE 2989P.R.T.C.T.35.0'
44.0'
44.0'
S 89°17'36" W 310.01'N 00°47'52" W164.54'N 89°19'59" E 264.00'S 00°47'52" E61.98'∆=10°08'49"
R=635.00'
L=112.46'
CB=S24°58'59"E
C=112.31'
PROPOSED LOT 1, BLOCK A
0.995 ACRES
43,324 SQ. FT.
R.O.W. DEDICATION
0.052 ACRES
2,259 SQ. FT.
35.0'
79.0'
10.68'
27.77'
236.23'
∆=15°43'21"
R=644.00'
L=176.72'
CB=S21°47'13"E
C=176.16'35'
B
.L
.(PER PROPOSED
ZONE
SF-30)40' B.L.(PER PROPOSED ZONE SF-30)20' B.L.
(PER PROPOSED ZONE SF-30)
20' B.L.
(PER PROPOSED ZONE SF-30)
PROPOSED
HOUSE
PROPOSED
DRIVEWAY21.4'21.0'299.33'
120.9'
CONCEPT PLAN
1.046 ACRES
920 S. CARROLL AVENUE
O.W. KNIGHT SURVEY, ABSTRACT NO. 899,
J.W. HALE SURVEY, ABSTRACT NO. 803
CITY OF SOUTHLAKE,
TARRANT COUNTY, TEXAS
DWG NAME: Z:\SHARED DRIVES\OFFICE\PROJECT FOLDER\2024\2024-035 920 S CARROLL AVE, SOUTHLAKE, TX 76092\DWG\CONCEPT\2024-035 920 S CARROLL AVE, SOUTHLAKE, TX 76092 - CONCEPT.DWG PLOTTED BYMICHAEL BLACK 6/25/2024 2:10 PM LAST SAVED6/18/2024 2:51 PMScale Drawn by
MLB1" = 20'
Checked by Date Project No.Sheet No.
TLS 04/15/2024 2024-035 1 OF 1
GRAPHIC SCALE IN FEET
020'10'20'40'
1" = 20''@ 24X36
FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201
DESCRIPTION
BEING a tract of land situated in the O.W. Knight Survey, Abstract No. 899 and the J.W. Hale Survey, Abstract No. 803, in the City of Southlake, Tarrant
County, Texas and being all of the first tract described, and the second tract, a called 0.050 acre tract, both described in a Warranty Deed to Gert J. Seidel,
as recorded in Document No. D205247660 of the Official Public Records of said county, and being more particularly described by metes and bounds as
follows:
BEGINNING at a PK nail with washer, set in the asphalt pavement of S. Carroll Avenue, a variable width right-of-way, for the northeast corner of a called
0.339 acre tract described in a Special Warranty Deed to First Baptist Church of Southlake and the southeast corner of said second tract, same being the
southwest right-of-way line of said S. Carroll Avenue, according to the plat of Versailles, as recorded in Cabinet A, Slide 2989 of the Plat Records of said
county;
THENCE South 89°17'36" West, leaving said southwest right-of-way line and along the south line of said second tract and the north line of said 0.339 acre
tract, passing at a distance of 46.01 feet, the southwest corner of said second tract and the northwest corner of said 0.339 acre tract, same being the
northeast corner of Lot 2, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 1459 of the Plat Records of said county
and the southeast corner of said first tract, and passing at a distance of 256.09 feet, a 1/2 inch iron rod found, and continuing for a total distance of 310.01
feet to a mag nail found for the southeast corner of Lot 21, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 9459 of
said Plat Records, and the southwest corner of said first tract;
THENCE North 00°47'52" West, leaving the north line of said Lot 2 and along the most southerly east line of said Lot 21 and the west line of said first tract, a
distance of 164.54 feet to a 1/2 inch iron rod found for an inner “L” corner of said Lot 21 and the northwest corner of said first tract;
THENCE North 89°19'59" East, along the most easterly south line of said Lot 21 and the north line of said first tract, passing at a distance of 240.27 feet, the
southwest corner of a right-of-way dedication, according to said plat recorded in Cabinet A, Slide 9459, and continuing for a total distance of 264.00 feet to a
PK nail with washer, set in the asphalt pavement of the aforementioned S. Carroll Avenue, for the southeast corner of said Cabinet A, Slide 9459 and the
northeast corner of said first tract, same being the west right-of-way line of said S. Carroll Avenue according to the aforementioned plat recorded in Cabinet
A, Slide 2989;
THENCE South 00°47'52" East, along said right-of-way line and the east line of said first tract ,a distance of 61.98 feet to a 1/2 inch iron rod with a yellow
cap, stamped "Trinity 6854", set at the beginning of a non-tangent curve to the left, having a central angle of 10°08'49", a radius of 635.00 feet, and a chord
bearing and distance of South 24°58'59" East, 112.31 feet, same being the north corner of the aforementioned second tract;
THENCE, along the easterly line of said second tract, the westerly right-of-way line of said S. Carroll Avenue, and along said curve, an arc distance of 112.46
feet to the POINT OF BEGINNING and containing 45,583 square Feet or 1.046 acres of land, more or less.
BOUNDARY LINE
EASEMENT LINE
BUILDING LINE
WOOD FENCE
CONCRETE PAVEMENT
WALL
BUILDING / HOUSE
COVERED AREA / OVERHANG
ELECTRIC METER
A/C UNITMAIL BOX
SANITARY SEWER CLEAN OUT
SANITARY SEWER MANHOLE
FIRE HYDRANT
WATER METER
E
S
W
CIRS
IRF
XF
1/2" IRON ROD W/ "TRINITY 6854"CAP SET
IRON ROD FOUND
"X" CUT IN CONCRETE FOUND
B.L.BUILDING SETBACK LINE
U.E.UTILITY EASEMENTGGAS METER
P.R.D.C.T.PLAT RECORDS, DENTON
COUNTY, TEXAS
MONUMENT SET
MONUMENT FOUND
UTILITY POLE
MB
WATER VALVE
CIRF IRON ROD W/ A CAP FOUND
METAL FENCE
OVERHEAD UTILITY LINEOHE
GRAVEL
ST SEPTIC LID P.L.E.PRIVATE LANDSCAPE EASEMENT
SIGN
LEGEND
Surveyor's Notes:
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American
Datum of 1983.
Elevations are referenced to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet
RTK GPS network (GEOID18).
Only above ground observable utilities were located. No underground utilities and/or subsurface improvements, if
any, have been located.
No investigation has been made by this firm into current zoning requirements
There are no visible conflicts or protrusions, except as shown. fences may be meandering.
A portion of the surveyed property is within the constructed roadway of S. Carroll Avenue, as shown hereon.
FLOOD STATEMENT:
According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0095K for
Tarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within:
Zone X (unshaded) defined as "Areas determined to be outside 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.
PRELIMINARY
TREE TABLE
TAG SIZE COMMON/SCIENTIFIC NAME CATEGORY CONDITION
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
ZONING:
CURRENT ZONING:
ZONE AG: Agricultural District
PROPOSED ZONING:
ZONE SF-30: Single Family Residential District
Minimum Building Setbacks:
Front Yard: 35'
Side Yard: 20'
Rear Yard: 40'
LOT 2,
O.W. KNIGHT NO. 899 ADDITION
CAB. A, SLIDE 1459
P.R.T.C.T.
LOT 21,
O.W. KNIGHT NO. 899 ADDITION
CAB. A, SLIDE 9459
P.R.T.C.T.
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEE
G
G
ST
ST
T
W
GERT J. SEIDEL
DOC. NO. D205247660
O.P.R.T.C.T.
LOT 7,
BLOCK 5
LOT 6,
BLOCK 5
VERSAILLES
CAB. A, PG. 2989
P.R.T.C.T.
METAL
OVERHANG
OVER GRAVEL
10' X 12'
WOOD
SHED
METAL
FENCE
METAL
FENCE
METAL
FENCE
BRICK CHURCH
BUILDING
WOOD
FENCE
SCHOOL
ZONE
SIGNAL
GRAVEL
GRAVEL
X-TIE
WALL
1 STORY
BRICK HOUSE
CONCRETE
PATIOMETAL
FENCE
1/2" IRF
(PASS AT 256.09')
P.O.B.
PKS
CIRS
PKS
1/2" IRF
(LEANING)
XF
MAG NAIL
FND.
5' U.E.
CAB. A, SLIDE 1459
P.R.T.C.T.30' B.L.CAB. A, SLIDE 1459P.R.T.C.T.30' R.O.W. DEDICATIONCAB. A, SLIDE 1459P.R.T.C.T.(APPEARS ABANDONED)FIRST BAPTIST CHURCH
OF SOUTHLAKE
CALLED 0.339 ACRES
VOL. 12409, PG. 830
O.P.R.T.C.T.LOT 21,O.W. KNIGHT NO. 899 ADDITIONCAB. A, SLIDE 9459P.R.T.C.T.R.O.W. DEDICATIONCAB. A, SLIDE 9459P.R.T.C.T.S.
CARROLL
AVENUEVARIABLE
W
IDTH
R
.O
.W
.DEDICTAT
ION
CAB
.
A
,
SL
IDE
2989P.R
.T
.C
.T
.
GERT J. SEIDEL
CALLED 0.05 ACRES
DOC. NO. D205247660
O.P.R.T.C.T.
ASPHALT
PAVING ASPHALTPAVING CONCRETEPAVING40' B.L.CAB. A, SLIDE 9459P.R.T.C.T.5' U.E.
CAB. A, SLIDE 9459
P.R.T.C.T.
5' U.E.
CAB. A, SLIDE 9459
P.R.T.C.T.5' U.E.CAB. A, SLIDE 9459P.R.T.C.T.11.2'1.046 ACRES
45,583 SQ. FT.
S 89°17'36" W 310.01'N 00°47'52" W 164.54'N 89°19'59" E 264.00'S 00°47'52" E 61.98'Δ=10°08'49"
R=635.00'
L=112.46'
CB=S 24°58'59" E
C=112.31'APPROXIMATESURVEY LINE10' P.L.E. & U.E.CAB. A, SLIDE 2989P.R.T.C.T.525526527527527527526525522
523
524521520 521522523524526 527526
525523
522 523522523524525526
52
5
526527
527
527
525526527527
527
527
526525
524525526524525526523522
523521
522COVERED
CONCRETE
PATIO
SIDEWALK
SIDEWALK 44.1'62.9'
WOOD
FENCE
WOOD
RAILING64.6'145.4'20.3'9.2'8.1'
1307
1301
1302
1304
13031305
1316
1317
1315
1314
1313 1312
1306
1308
13091310
1311
LAND TITLE SURVEY &
TREE SURVEY
1.046 ACRES
920 S. CARROLL AVENUE
O.W. KNIGHT SURVEY, ABSTRACT NO. 899,
J.W. HALE SURVEY, ABSTRACT NO. 803
CITY OF SOUTHLAKE,
TARRANT COUNTY, TEXAS
DWG NAME: Z:\SHARED DRIVES\OFFICE\PROJECT FOLDER\2024\2024-035 920 S CARROLL AVE, SOUTHLAKE, TX 76092\DWG\2024-035 920 S CARROLL AVE, SOUTHLAKE, TX 76092.DWG PLOTTED BYMICHAEL BLACK 4/15/2024 2:06 PM LAST SAVED4/15/2024 2:05 PMScale Drawn by
MLB1" = 20'
Checked by Date Project No.Sheet No.
TLS 04/15/2024 2024-035 1 OF 1
GRAPHIC SCALE IN FEET
020'10'20'40'
1" = 20''@ 24X36
FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201
DESCRIPTION
BEING a tract of land situated in the O.W. Knight Survey, Abstract No. 899 and the J.W. Hale Survey, Abstract No. 803, in the City of Southlake, Tarrant
County, Texas and being all of the first tract described, and the second tract, a called 0.050 acre tract, both described in a Warranty Deed to Gert J. Seidel,
as recorded in Document No. D205247660 of the Official Public Records of said county, and being more particularly described by metes and bounds as
follows:
BEGINNING at a PK nail with washer, set in the asphalt pavement of S. Carroll Avenue, a variable width right-of-way, for the northeast corner of a called
0.339 acre tract described in a Special Warranty Deed to First Baptist Church of Southlake and the southeast corner of said second tract, same being the
southwest right-of-way line of said S. Carroll Avenue, according to the plat of Versailles, as recorded in Cabinet A, Slide 2989 of the Plat Records of said
county;
THENCE South 89°17'36" West, leaving said southwest right-of-way line and along the south line of said second tract and the north line of said 0.339 acre
tract, passing at a distance of 46.01 feet, the southwest corner of said second tract and the northwest corner of said 0.339 acre tract, same being the
northeast corner of Lot 2, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 1459 of the Plat Records of said county
and the southeast corner of said first tract, and passing at a distance of 256.09 feet, a 1/2 inch iron rod found, and continuing for a total distance of 310.01
feet to a mag nail found for the southeast corner of Lot 21, O.W. Knight No. 899 Addition, according to the plat thereof recorded in Cabinet A, Slide 9459 of
said Plat Records, and the southwest corner of said first tract;
THENCE North 00°47'52" West, leaving the north line of said Lot 2 and along the most southerly east line of said Lot 21 and the west line of said first tract, a
distance of 164.54 feet to a 1/2 inch iron rod found for an inner “L” corner of said Lot 21 and the northwest corner of said first tract;
THENCE North 89°19'59" East, along the most easterly south line of said Lot 21 and the north line of said first tract, passing at a distance of 240.27 feet, the
southwest corner of a right-of-way dedication, according to said plat recorded in Cabinet A, Slide 9459, and continuing for a total distance of 264.00 feet to a
PK nail with washer, set in the asphalt pavement of the aforementioned S. Carroll Avenue, for the southeast corner of said Cabinet A, Slide 9459 and the
northeast corner of said first tract, same being the west right-of-way line of said S. Carroll Avenue according to the aforementioned plat recorded in Cabinet
A, Slide 2989;
THENCE South 00°47'52" East, along said right-of-way line and the east line of said first tract ,a distance of 61.98 feet to a 1/2 inch iron rod with a yellow
cap, stamped "Trinity 6854", set at the beginning of a non-tangent curve to the left, having a central angle of 10°08'49", a radius of 635.00 feet, and a chord
bearing and distance of South 24°58'59" East, 112.31 feet, same being the north corner of the aforementioned second tract;
THENCE, along the easterly line of said second tract, the westerly right-of-way line of said S. Carroll Avenue, and along said curve, an arc distance of 112.46
feet to the POINT OF BEGINNING and containing 45,583 square Feet or 1.046 acres of land, more or less.
BOUNDARY LINE
EASEMENT LINE
BUILDING LINE
WOOD FENCE
CONCRETE PAVEMENT
WALL
BUILDING / HOUSE
COVERED AREA / OVERHANG
ELECTRIC METER
A/C UNITMAIL BOX
SANITARY SEWER CLEAN OUT
SANITARY SEWER MANHOLE
FIRE HYDRANT
WATER METER
E
S
W
CIRS
IRF
XF
1/2" IRON ROD W/ "TRINITY 6854"CAP SET
IRON ROD FOUND
"X" CUT IN CONCRETE FOUND
B.L.BUILDING SETBACK LINE
U.E.UTILITY EASEMENTGGAS METER
P.R.D.C.T.PLAT RECORDS, DENTON
COUNTY, TEXAS
MONUMENT SET
MONUMENT FOUND
UTILITY POLE
MB
WATER VALVE
CIRF IRON ROD W/ A CAP FOUND
METAL FENCE
OVERHEAD UTILITY LINEOHE
GRAVEL
ST SEPTIC LID P.L.E.PRIVATE LANDSCAPE EASEMENT
SIGN
LEGEND
IL
MICHAEL L. BLACK
6854
OETATS SAX
ETF
D S U R V E YORL
A
N E S S ALP
ROF O NR E GISTERED
SURVEYORS CERTIFICATION:
To: Alexander Hennum, Bonnie Hennum, and Fidelity National Title Insurance Company;
This is to certify that this map or plat and the survey on which it is based represents an on the
ground survey conducted in March of 2024, and is true and correct to the best of my knowledge.
_________________________
Surveyor's Notes:
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American
Datum of 1983.
Elevations are referenced to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet
RTK GPS network (GEOID18).
Only above ground observable utilities were located. No underground utilities and/or subsurface improvements, if
any, have been located.
No investigation has been made by this firm into current zoning requirements
There are no visible conflicts or protrusions, except as shown. fences may be meandering.
A portion of the surveyed property is within the constructed roadway of S. Carroll Avenue, as shown hereon.
FLOOD STATEMENT:
According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0095K for
Tarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within:
Zone X (unshaded) defined as "Areas determined to be outside 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.
NOTES ADDRESSING SCHEDULE B EXCEPTIONS:
(Pursuant to Commitment for Title Insurance, issued by Fidelity National Title Agency Inc., GF. No.
FT-24411-9001182400133-AD, effective date March 19, 2024, issued April 1, 2024.)
10f. The surveyed property IS ALL of the land described in the Memorandum of Oil, Gas and Mineral Lease
recorded in Document No. D208338208, Official Public Records of Tarrant County, Texas. (Blanket in Nature)
PRELIMINARY
TREE TABLE
TAG SIZE COMMON/SCIENTIFIC NAME CATEGORY CONDITION
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
527
5
2
7
527
527
526
52
5 5225235245
2
1
5
2
0
521
522
523
524526
5
2
7
527527527527527526525
524
52
5
526
5
2
4
5
2
5
5
2
6
5
2
3
5225235
2
1
522
920 S. CARROLL AVE.ONE STORY BLDG.
1314
1315 1316
1314
1305
1304
1302
1303
1301
1307
13081309
1306
1311
1312
1313
1310
CARROLL AVE.
EX. METAL
OVERHAND
OVER
GRAVEL
920 S.
C
A
R
R
O
L
L
A
V
E.
EXTEND FENCING TO
TREE CANOPY DRIPLINE
WHERE POSSIBLE
ORANGE CONST.
FENCE
6' METAL 'T' POST AT
8'-0" O.C.
FINISH GRADE
USE TRUNK PROTECTION IN
CONDITIONS WHERE DRIPLINE
IS COMPROMISED OR AS
SPECIFIED (8' PINE 2"x4" LUMBER
W/1" SPA. 12 GA. WIRE STAPLED
1 TREE PROTECTION DETAILS
1/8"=1'-0"
NOTES:
·HAND DIG TRENCH (NO MECHANICAL TRENCHING)
·CUT ROOTS WITH A SHARP PRUNING TOOL
·BACKFILL WITH EXISTING SOIL
·PERFORM ROOT PRUNING A MINIMUM OF 2 WEEKS
PRIOR TO CONSTRUCTION
NOTES:
NO GRADING, STORAGE PARKING OR
ANY OTHER CONSTRUCTION ACTIVITY
WITHIN THE PROTECTION FENCE
1 2 CANOPY
WIDTH (MIN.)
FILLCUT4'-0"STANDARD TREE PROTECTION TRUNK PROTECTION
& ROOT PRUNING
TRENCH (8" x 2'-0" DEEP)
EXISTING TREE COVERAGE PRESERVATION REQUIREMENTS
REQUIREMENT AREA / MEASUREMENT REQUIRED PROVIDED
20.1% - 40% TREE COVERAGE ON SITE 38.3%--
60% OF EXISTING TREE COVERAGE TO BE PRESERVED -60%62.60%
N
TREE CONSERVATION PLAN
200
SCALE: 1"=20'-0"
40
BORDERLINE TREE
TREE TO BE ALTERED
TREE MITIGATION REQUIREMENTS
REQUIREMENT PROTECTED TREE CALIPER
INCHES REMOVED
REQUIRED CALIPER INCHES
REPLACED
1":1" TREE CALIPER REPLACEMENT RATION 34"34"
TREE PRESERVATION CREDITS CALCULATIONS
PRESERVED TREE SIZES QTY CREDITS
NUMER OF 12" OR GREATER DBH PRESERVED 8 16 CANOPY OR 24 UNDERSTORY
NUMBER OF 6" - 12" DBH PRESERVED 5 5 CANOPY OR 10 UNDERSTORY
TREE PROTECTION NOTES:
1.THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY
PROTECTED TREE SUBJECT TO THE PROVISIONS OF THIS ORDINANCE.
A.MATERIAL STORAGE: NO STORAGE OR PLACEMENT OF MATERIALS INTENDED FOR USE IN
CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE
PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE.
B.EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED OR OTHER LIQUIDS,
INCLUDING, WITHOUT LIMITATION, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR
MATERIALS DEPOSITED OR ALLOWED TO FLOW INTO THE CRITICAL ROOT ZONE OF A PROTECTED TREE.
C.TREE ATTACHMENTS: NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A
PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE.
D.VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION EQUIPMENT TRAFFIC OR PARKING SHALL
TAKE PLACE WITHIN THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING
STREET PAVEMENT. THIS RESTRICTION DOES NOT APPLY TO SINGLE INCIDENT ACCESS WITHIN THE
CRITICAL ROOT ZONE FOR PURPOSES OF ESTABLISHING THE BUILDING PAD AND ASSOCIATED LOT
GRADING, VEHICULAR TRAFFIC NECESSARY FOR ROUTINE UTILITY MAINTENANCE, EMERGENCY
RESTORATION OF UTILITY SERVICE, OR ROUTINE MOWING OPERATIONS.
E.GRADE CHANGES: NO GRADE CHANGES SHALL BE ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT
ZONE OF ANY PROTECTED TREE UNLESS ADEQUATE PROTECTIVE CONSTRUCTION METHODS ARE
APPROVED IN ADVANCE IN WRITING BY THE ADMINISTRATIVE OFFICIAL.
F.IMPERVIOUS PAVING: NO PAVING WITH ASPHALT, CONCRETE OR OTHER IMPERVIOUS MATERIALS
SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF A PROTECTED TREE EXCEPT AS
OTHERWISE ALLOWED IN THIS ORDINANCE.
2.NO HEAVY EQUIPMENT, INCLUDING BUT NOT LIMITED TO TRUCKS, TRACTORS, TRAILERS, BULLDOZERS,
BOBCAT TRACTORS, TRENCHERS, COMPRESSORS, AND HOISTS, SHALL BE ALLOWED INSIDE THE DRIP-LINE
OF ANY PROTECTED TREE ON ANY CONSTRUCTION SITE WITHOUT PRIOR WRITTEN APPROVAL OF THE
ADMINISTRATIVE OFFICIAL.
3.PROPOSED GRADING SHOWN IS DIAGRAMMATIC. FIELD ADJUSTMENTS WILL BE MADE AS NECESSARY TO PRESERVE TREES AS SHOWN.
PROPOSED SIDEWALKS MAY ALSO BE ADJUSTED TO AVOID EXISTING TREES TO MEET THE PRESERVATION AS SHOWN.
PLANT SYMBOL LEGEND
PROTECTED TREE
LANDSCAPE ARCHITECTS
222 S. Elm St. Ste. 102
Denton, Texas 76201
ph:214.783.1715
CONSULTANT:
OWNER / CLIENT:
Project No:
Drawn By:
Reviewed By:
Issue Type:
Issue Date:07/01/2024
Drawings
AAC
MAD
2024-036
REVISIONS:
Date DescriptionNo.
PROJECT:
SHEET TITLE:
SHEET NUMBER:
JULY 1, 2013
Interim review documents.
Not for regulatory approval,
permitting or construction.
Andrew A. Cousins
Texas RLA No. 2704
TRINITY LAND SURVEYING
MICHAEL BLACK
121 W HICKORY ST., STE 106
DENTONTON, TEXAS 76210
HENNUM RESIDENCE
920 S. CARROLL AVE.
SOUTHLAKE, TEXAS
TREE CONSERVATION
PLAN
L1.0
527527527527526521522523524526
527527
527527527527526525524525526524
525526523522
523
521
522920 S.
CARROLL
AVE.527FPE: 527.00
FFE: 527.80
527
526
525524
HP
526.50
+
SWALE @
1.4%
SLOPE
526525527
SWALE @
2.7%
SLOPE
527SG: 527.80
SG: 527.60
SG: 527.80
SG: 527.50
SG: 527.50
SG: 527.80
SG: 527.50
SG: 527.50
HP
527.30
+
SG
527.50
+
N
GRADING PLAN
G1.0
GRADING PLAN
1.RETAINING WALLS GREATER THAN
4" MEASURED FROM TOP OF WALL
TO BOTTOM OF FOOTING REQUIRE
A SEPARATE PERMIT AND SHALL
BE SIGNED BY A STRUCTURAL
ENGINEER.
NOTES:
200
SCALE: 1"=20'-0"
40
LEGEND
SYMBOLS
PROPOSED CONTOURS (1' INTERVAL)
SLOPE DIRECTION AND GRADIENT
SPOT ELEVATION
2.0%
MAX
1020.50
SPOT ELEVATION ABBREVIATIONS
TW / BW = TOP / BOTTOM OF WALL
EOW = END OF WALL
FL= FLOW LINE OF SWALE
HP = HIGH POINT
SG = SPOT GRADE
EG = EXISTING GRADE
FFE = Finish Floor Elevation
FFP = Finish Pad Elevation
EXISTING CONTOURS (1' INTERVAL)
555
712
LANDSCAPE ARCHITECTS
222 S. Elm St. Ste. 102
Denton, Texas 76201
ph:214.783.1715
CONSULTANT:
OWNER / CLIENT:
Project No:
Drawn By:
Reviewed By:
Issue Type:
Issue Date:07/01/2024
Drawings
AAC
MAD
2024-036
REVISIONS:
Date DescriptionNo.
PROJECT:
SHEET TITLE:
SHEET NUMBER:
JULY 1, 2024
TRINITY LAND SURVEYING
MICHAEL BLACK
121 W HICKORY ST., STE 106
DENTONTON, TEXAS 76210
HENNUM RESIDENCE
920 S. CARROLL AVE.
SOUTHLAKE, TEXAS
COMPASS CIVIL ENGINEERING & CONSULTING, LLC
TEXAS FIRM NO. 16233
JULY 1st 2024