Item 7B - PlansLot 25
0.48 Acres
(20,706 SQ. FEET)
0.46 ACRES
(20,066 SQ. FEET
Lot 26
CONCEPT PLAN
LOTS 25 AND 26
SLAB 6,019 SQ. FEET
SLAB 5,093 SQ. FEET
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15' SETBACK
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15' SETBACK
CITY CASE NUMBER: ZA20-0045
Owner:
1000 Breeze Way LP
2727 LBJ Freeway, Suite 815, Dallas, TX 75234
Plan Prepared by:
HCI General Contractors
2727 LBJ Freeway, Suite 815, Dallas, TX 75234
Phone: 817-350-4332
FIRST BAPTIST CHURCH SOUTHLAKE
ZONED CS
MEDIUM DENSITY RESIDENTIAL
THE CANDACE J MILLER SEPARATE PROPERTY
TRUST
ZONED RPUD
MEDIUM DENSITY RESIDENTIAL
CUTLER, PAUL
CUTLER SHARI
ZONED RPUD
MEDIUM DENSITY RESIDENTIAL
MCLARTY, TIMOTHY
MCLARTY, JANA
ZONED RPUD
MEDIUM DENSITY RESIDENTIAL
CARROL ISD
ZONED RPUD
PUBLIC / SEMI-PUBLIC8'
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S 00°51'52" E 10.21'
177.97'
N 89°19'44" E 232.70'
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LOT 37, BLOCK 16
TIMARRON ADDITION WYNDSOR
CREEK, PHASE 2
CAB. A, SLIDE 4042
P.R.T.C.T.
LOT 36, BLOCK 16
TIMARRON ADDITION WYNDSOR
CREEK, PHASE 2
CAB. A, SLIDE 4042
P.R.T.C.T.
LOT 2
LOT 2, O.W. KNIGHT No 899 ADDITION
CAB. A, SLIDE 4042
P.R.T.C.T.
TRACT TWO
CALLED 0.008 ACRES
MICHAEL B. PARRA
DOC. NO. D218187524
D.R.T.C.T.
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C1
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50' R.O.W
CAB. A, SLIDE 4042
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TBM 60d NAIL SET
Z=611.13
TRACT ONE
MICHAEL B. PARRA
DOC. NO. D218187524
D.R.T.C.T.
(207.72')
(20.16')
(L
=
4
3
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2
0
'
R=
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5
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0
0
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)
2455
ONE STORY BLDG.
ONE STORY BLDG.
5'
U
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5' UTILITY EASEMENT
5'
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R.O.W. DEDICATION
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.)
FILLCUT
4'
-
0
"
STANDARD TREE PROTECTION TRUNK PROTECTION
& ROOT PRUNING
TRENCH (8" x 2'-0"
DEEP)
EXISTING TREE COVERAGE PRESERVATION REQUIREMENTS
REQUIREMENT AREA / MEASUREMENT REQUIRED PROVIDED
60.1% - 80% TREE COVERAGE ON SITE 76.5%--
40% OF EXISTING TREE COVERAGE TO BE PRESERVED -40%63.40%
N
TREE CONSERVATION
PLAN
L1.0
TREE CONSERVATION PLAN
200
SCALE: 1"=20'-0"
40
LANDSCAPE ARCHITECTS
212 S. Elm St. Ste. 120
Denton, Texas 76201
ph:214.783.1715
CLIENT:
Project No:
Drawn By:
Reviewed By:
Issue Type:
Issue Date:10/5/2020
Drawings
AAC
MAD
2020-091
REVISIONS:
Date DescriptionNo.
PROJECT:
SHEET TITLE:
SHEET NUMBER:
OCTOBER 5, 2020
.
H
IL
Y BSTEM C
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ET
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R E G
42
O F
7 3
ET X
A
R
LDRE
CAANDS
D
EP
A
REJ D
HCI SOUTHWEST
2727 LBJ Freeway, Ste 815
Dallas, TX 75234
1000 BREEZE WAY
RESIDENTIAL DEVELOPMENT
O.W. KNIGHT NO. 899 ADDITION
LOTS 25 & 26
SOUTHLAKE, TEXAS
PLANT SYMBOL LEGEND
PROTECTED TREE
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 80"80"
TREE PRESERVATION CREDITS CALCULATIONS
PRESERVED TREE SIZES QTY CREDITS
NUMER OF 12" OR GREATER DBH PRESERVED 21 42 CANOPY OR 63 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.
CITY CASE NUMBER: ZA20-0045
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1.8'30.4'
1
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177.97'1
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34.61'
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(
LOT 37, BLOCK 16
TIMARRON ADDITION WYNDSOR
CREEK, PHASE 2
CAB. A, SLIDE 4042
P.R.T.C.T.
LOT 36, BLOCK 16TIMARRON ADDITION WYNDSORCREEK, PHASE 2CAB. A, SLIDE 4042P.R.T.C.T.LOT 2LOT 2, O.W. KNIGHT No 899 ADDITIONCAB. A, SLIDE 4042P.R.T.C.T.TRACT TWOCALLED 0.008 ACRESMICHAEL B. PARRADOC. NO. D218187524D.R.T.C.T.BREEZE WAY (POSTED)OLD CARROLL ROAD (PLATTED)70' R.O.WCAB. A, SLIDE 2989-2990P.R.T.C.T.
1/2" IRF
4" WFP
5/8" IRF CIRSCIRS1.03 ACRESALUMINIUM DISK
"SURVEY
MARKER DND"
CALLED 0.339 ACRESFIRST BAPTISTCHURCH OF SOUTHLAKEDOC. No. D1961194321D.R.T.C.T.C1
SARAH PARK TRAIL
50' R.O.W
CAB. A, SLIDE 4042
P.R.T.C.T.
POB (EAST)
(WEST)
(SOUTH)(209.72)(NORTH 209.72')
OH
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OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
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OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU1 STORYFRAMERESIDENCEFF=614.53ABSTRACT NO. 899OBEDIAH W. KNIGHT SURVEY,24692474247324712470 2468 2467 246224632464246524662401
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247524772476 247824792480 24572481248324822484248524862456 2459 2458 24532454 2452 244924502451616615615616614613612611 610611611610610
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612613 613614614614
CIRF "C&B"
IN TREE
CIRF "C&B"
LOT 39, BLOCK 16
TIMARRON ADDITION WYNDSOR
CREEK, PHASE 2
CAB. A, SLIDE 4042
P.R.T.C.T.
LOT 40, BLOCK 16
TIMARRON ADDITION WYNDSOR
CREEK, PHASE 2
CAB. A, SLIDE 4042
P.R.T.C.T.
LOT 41, BLOCK 16
TIMARRON ADDITION WYNDSOR
CREEK, PHASE 2
CAB. A, SLIDE 4042
P.R.T.C.T.
EAST CONTINENTAL BLVD.
VARIABLE WIDTH PUBLIC R.O.W.
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////////////////////////////////////////////////////////////////////////
JENNY TERRACE
50' R.O.W
CAB. A, SLIDE 4042
P.R.T.C.T.
8' X 12.5'METALSHED 34.6'34.9'35.3'24.8'20.9'39.8'25.6'35.6'1.8'30.3'51.3'39.2'67.1'0.3' WIDECONCRETERETAININGWALL
BR
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STONE WALL
WITH 2.5' X 2.5'
STONE COLUMS
(CALLED 0.801 ACRES)
BELLA C. WRIGHT
DOC. NO. D218204708
D.R.T.C.T.
S
D
FL-21"RCP=599.90
TRACT ONEMICHAEL B. PARRADOC. NO. D218187524D.R.T.C.T.(207.72')(20.16')(L=43.20'R=385.00')2455
1" = 30'
0 3015
NLEGEND
ELECTRIC MAN HOLE
WATER SPIGOT
TELEPHONE PEDESTAL
VERIZON VAULT
GAS LEAD, NO METER
WATER / PVC RISER
EAGLE SURVEYING, LLC
210 SOUTH ELM STREET
SUITE: 104
DENTON, TX 76201
940.222.3009
www.eaglesurveying.com
JOB #: 19-01-23
DATE: 4/4/2019
DRAFTER: CF
FLOOD NOTE
This property is located in Non-Shaded Zone "X" as scaled from the F.E.M.A.
Flood Insurance Rate Map dated Serptember 25, 2009 and is located in
Community Number 480612 as shown on Map Number 48439C0095K.
LEGAL DESCRIPTIONBEING a 1.03 acre tract of land situated in the OBEDIAH W. KNIGHT SURVEY,ABSTRACT NO. 899 , in the City of Southlake, Tarrant County, Texas and beingall of Tract one and Tract Two described in the deed to Michael B. Parrarecorded in Document Number D218187524 Deed Records, Tarrant County,Texas and being more particularly described by metes and bounds as follows:BEGINNING DWD´:RRG)HQFH3RVWIRXQGDWWKH6RXWKZHVWFRUQHURIVDLGTract One, said point being the Southeast corer of Lot 36, Block 16 of TimarronAddition Wyndsor Creek, Phase 2 as shown by the plat recorded in Cabinet A,Page 4042, Plat Records, Tarrant County Texas (P.R.T.C.T.) and an angle pointin the North line of Lot 37, Block 16 of said Timarron Addition Wyndsor Creek,3KDVHIURPZKLFKD´LURQURGIRXQGRQWKH1RUWKULJKWRIZD\OLQHRI6DUDK3DUN7UDLODWWKH6RXWKZHVWFRUQHURIVDLG/RWEHDUV6
´:Ddistance of 60.27 feet;THENCE 1
:ZLWKWKH:HVWOLQHRIVDLG7UDFW2QHDQGWKHFRPPRQ(DVWOLQHRIVDLG/RWDGLVWDQFHRI IHHWWRD´LURQURGIRXQGDWWKHNorthwest corner of Lot 1 and the Northeast corner of said Lot 36, in the Southline of Lot 2 of Lot 2, O.W. Knight No. 899 Addition as shown by the platrecorded in Cabinet A, Slide 4042, P.R.T.C.T.;THENCE 1
(ZLWKWKH1RUWKOLQHRI7UDFW2QHDQGWKH6RXWKOLQHRIVDLG/RWDGLVWDQFHRIIHHWWR´LURQURGVWDPSHG³($*/(6859(<,1*´VHW,QWKH:HVWULJKWRIZD\RISODWWHGDV2OG&DUUROO5RDGDQGposted as Breeze Way, said point being in a curve to the left having a radius ofIHHWFKRUGEHDULQJRI6
:DFKRUGOHQJWKRIIHHWDQGD'HOWDDQJOHRI
´ THENCE with said curve to the left, along said West right-of-way line an arcOHQJWKRIIHHWWRD´LURQURGVWDPSHG³($*/(6859(<,1*´VHWRQWKH
East line of Tract One at the Southwest corner of Tract Two;
THENCE 6
(ZLWKWKH(DVWOLQHRIVDLG7UDFW2QHDGLVWDQFHRI
feet to the Southeast corner thereof;
THENCE 6
:SDVVLQJDDOXPLQXPGLVNVWDPSHG³6859(<0$5.(5
'1'´IRXQGDWWKH1RUWKHDVWFRUQHURIVDLG/RWDWDGLVWDQFHRIIHHWLQ
all, a total distance of 212.58 feet the to the POINT OF BEGINNING and
containing 1.03 acres of land more or less.
SURVEYOR NOTES
1. This survey was performed without the benfit of a title commitment.
2. The bearings shown on this survey are based on GPS observations utilizing
the Allterra RTK Network. NAD 83 (2011) Datum.
3. Elevations shown on this survey are based on GPS observations utilizing the
Allterra RTK Network. NAVD(88) Datum, (Geoid 12A)
8. This document represents an accurate on the ground survey of 1000 Breeze
Way in the City of Southlake, Tarrant County, Texas, on April 2, 2019.
IRF IRON ROD FOUND
CIRF CAPPED IRON ROD FOUND
( )RECORDED CALL
D.R.T.C.T.
TARRANT COUNTY, TEXAS
METAL FENCE
OVER-HEAD ELECTRIC
ASPHALT
OHU
///
WOOD FENCE/
/
/
METAL GATE
GROUND LIGHT
FIRE HYDRANT
GATE MOTOR ON CONCRETE
UTILITY POLE
AIR CONDITIONER
IRRIGATION CONTROL VALVE
GUY ANCHOR
SIGNAGE PAINT MARKING ELECTRIC
PAINT MARKING TELE-COM
PAINT MARKING GAS
WATER METER
GAS METER
DEED RECORDS,
P.R.T.C.T.
TARRANT COUNTY, TEXAS
PLAT RECORDS,
TAG SIZE COMMON/SCIENTIFIC NAME
2499 14"
JAPANESE BLACK PINE/PINUS
THUNBERGII
2450 7.5"
JAPANESE BLACK PINE/PINUS
THUNBERGII
2451 9.5"
JAPANESE BLACK PINE/PINUS
THUNBERGII
2452 15.5"
BRADFORD PEAR/PYRUS
CALLERYANA
2453 16"
SUMARD OAK/QUERCUS
SHUMARDII
2454 15"LIVE OAK/QUERCUS VIRGINIANA
2455 25.5"LIVE OAK/QUERCUS VIRGINIANA
2456 9"MIMOSA/ALBIZIA JULLIBRISSIN
2457 21"LIVE OAK/QUERCUS VIRGINIANA
2458 19"
BRADFORD PEAR/PYRUS
CALLERYANA
2459 20"LOBLOLLY PINE/PINUS TAEDA
2460 23"LOBLOLLY PINE/PINUS TAEDA
2461 16"LOBLOLLY PINE/PINUS TAEDA
2462 20"LOBLOLLY PINE/PINUS TAEDA
2463 17"LOBLOLLY PINE/PINUS TAEDA
2464 6"POST OAK/QUERCUS STELLATA
2465 18"POST OAK/QUERCUS STELLATA
2466 9"POST OAK/QUERCUS STELLATA
2467 30"
SUMARD OAK/QUERCUS
SHUMARDII
2468 17"
BALD CYPRESS/TAXODIUM
DISTICHIUM
2469 23"POST OAK/QUERCUS STELLATA
2470 15"
SUMARD OAK/QUERCUS
SHUMARDII
2471 17.5"
SUMARD OAK/QUERCUS
SHUMARDII
2472 14"
SUMARD OAK/QUERCUS
SHUMARDII
2473 17"
SUMARD OAK/QUERCUS
SHUMARDII
2474 12"
SWEETGUM/LIQUIDAMBAR
STYRACIFULA
2475 17"
AMERICAN ELM/ULMUS
AMERICANA
2476 9"
SUMARD OAK/QUERCUS
SHUMARDII
2477 18"
COTTONWOOD/POPULOUS
DELTOIDES
2478 10"
SUMARD OAK/QUERCUS
SHUMARDII
2479 21"LIVE OAK/QUERCUS VIRGINIANA
2480 13"
SUMARD OAK/QUERCUS
SHUMARDII
2481 16"LOBLOLLY PINE/PINUS TAEDA
2482 18"LOBLOLLY PINE/PINUS TAEDA
2483 15.5"LIVE OAK/QUERCUS VIRGINIANA
2484 20"LOBLOLLY PINE/PINUS TAEDA
2485 15"LOBLOLLY PINE/PINUS TAEDA
2486 17"LOBLOLLY PINE/PINUS TAEDA
SEWER LINESS
STORM DRIANSD
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
C1 44.18'385.00'
6
:44.16'
CURVE TABLE
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CITY CASE NUMBER: ZA20-0045