Item 9 - PlansE.
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)N. WHITE CHAPEL BOULEVARD(VARIABLE WIDTH RIGHT-OF-WAY)COUNTRYSIDE COURT
(56' RIGHT-OF-WAY)
LOT 2R, BLOCK A
RAVENAUX VILLAGE
CAB. A, SLIDE 6215
O.P.R.T.C.T.
LOT 1R, BLOCK A
RAVENAUX VILLAGE
DOC. NO. D217024042
O.P.R.T.C.T.
270,443 SQ.FT.
6.209 ACRES
S32°32'58"E
50.85'S00°52'14"E72.57'S89°33'59"E
4.58'S00°45'28"E200.10'S89°07'49"W 288.70'
|=24°09'04"(LT)
R=482.67'
L=203.45'
CL=201.96'
CB=S77°03'25"W
|=06°29'52"(LT)
R=5749.50'
L=652.04'
CL=651.69'
CB=S60°50'11"E
N25°01'14"W280.59
'N00°05'02"W428.47'BM2
X-CUT
ELEV:646.025'
BM1
X-CUT
ELEV:645.39'S29°01'23"W174.81'N6
0
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5
4
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1
8
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W
10
6
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7
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N88°23'58"W
73.67'
|=40°14'34"(RT)
R=85.10'
L=59.77'
CL=58.55'
CB=S08°16'26"W
|=46°25'52"(LT)
R=45.00'
L=36.47'
CL=35.48'
CB=S05°25'37"W
S29°01'23"W
13.45'
ZSP1.0ZONING & DEVELOPMENTSITE PLANPRELIMINARY
TEXAS ONE CALL
CONTRACTOR SHALL CALL 811
(DIGTESS) PRIOR TO
DISTURBANCE OF ANY ITEMS ON
SITE FOR UTILITY LOCATES
L E G E N D
ZONING CASE:
ZA26-0010
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LOT 1R, BLOCK A
RAVENAUX VILLAGE
DOC. NO. D217024042
O.P.R.T.C.T.
270,443 SQ.FT.
6.209 ACRES
|=06°29'52"(LT)
R=5749.50'
L=652.04'
CL=651.69'
CB=S60°50'11"E
N00°05'02"W428.47'LIMIT OF WORKLI
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4013
4012
4010
4009
4011
x
xx
x
x
x xx x
x
x xx
LEGEND
Existing Tree Canopy to Remain - 2139 Square
Feet
x
Existing Tree Canopy to be Removed - 3294
Square Feet
Existing Tree to be Removed
Existing Tree to Remain
(Tree to be Protected in Place)
Tree Protection Fence
xxxx Indicates Tree ID Number
Existing Tree Canopy to be Removed
due to Disease - 1931 Square Feet
NorthScale 1" = 20'
20'10'0 60'00
TREE INVENTORY
EXISTING TREE CANOPY AND CALIPER CALCULATIONS
TOTAL SITE AREA 74,175 SF
TOTAL SITE CANOPY 7,364 - 1,931 = 5,433 (Disease)5,433 SF
PERCENTAGE OF EXISTING CANOPY ON ENTIRE SITE 10%
PERCENTAGE OF EXISTING CANOPY REQUIRED TO REMAIN 70%
TOTAL EXISTING SITE CANOPY TO REMAIN 2,139 SF
PERCENTAGE OF REQUIRED EXISTING CANOPY TO REMAIN 39.3%
TOTAL CALIPER INCHES ON SITE 128
TOTAL CALIPER INCHES TO BE REMOVED 87
TOTAL CALIPER TO REMAIN 41
TOTAL CALIPER INCHES TO BE MITIGATED FOR 87
CHAPEL CROSSING PHASE IILOT 1R1 & 1R2, BLOCK ARAVENAUX VILLAGE ADDITIONTARRANT COUNTY, TEXASPROJECT NUMBER
DRAWING DATE
SCALE
DESIGNED BY
2025.013
2026.01.23
AS SHOWN
GL
SHEET NUMBER No.DATEDESCRIPTIONNOTE:
LINEWORK BASED ON TOPOGRAPHIC SURVEY
INFORMATION ACQUIRED ON 01/11/2020.
TEXAS ONE CALL
CONTRACTOR SHALL CALL 811
(DIGTESS) PRIOR TO
DISTURBANCE OF ANY ITEMS ON
SITE FOR UTILITY LOCATES
ENGINEER / APPLICANT:SURVEYOR:
GEONAV, LLC
3410 MIDCOURT ROAD, SUITE 110
CARROLLTON, TEXAS 75004
PHONE: 972.243.2409
ATTN: CHRIS HOWARD
SUTHERLAND KING CONSULTING, LLC
6430 MEADOWCREEK DRIVE
DALLAS, TEXAS 75254
PHONE: 214.208.0519
ATTN: GRAYSON HUGHES, PE
OWNER:
NOVAVOYAGE PEAKS CENTRAL, LLC
245 W STATE HWY 114, STE 300
SOUTHLAKE, TEXAS 76092
PHONE: 817.691.4353
ATTN: JERRYGANGHU@HOTMAIL.COM
LANDSCAPE ARCHITECTURE
LAND PLANNING · IRRIGATION DESIGN
800.680.6630
www.evergreendesigngroup.com
National Presence. Local Expertise.
EVERGREEN DESIGN GROUPHISTECCTTESAETSTAIREG83
O F
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LDRE CAANDS EP
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GAVIN W .LOF
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SITE
VICINITY MAP
N.T.S.N WHITECHAPEL BLVDE HIGHLAND ST
E KIRKWOOD
BLVD
SHADY OAKS BLVDSH
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TP-1TREE PRESERVATIONPLANID COMMON NAME DBH (INCHES)STATUS REMARKS
4009 OAK 33 REMOVE DISEASE
4010 OAK 30 REMOVE FIRE LANE
4011 OAK 24 REMOVE PARKING
4012 OAK 27 REMAIN
4013 OAK 14 REMAIN
CHAPEL CROSSING PHASE IILOT 1R1 & 1R2, BLOCK ARAVENAUX VILLAGE ADDITIONTARRANT COUNTY, TEXASPROJECT NUMBER
DRAWING DATE
SCALE
DESIGNED BY
2025.013
2026.01.23
AS SHOWN
GL
SHEET NUMBER No.DATEDESCRIPTIONNOTE:
LINEWORK BASED ON TOPOGRAPHIC SURVEY
INFORMATION ACQUIRED ON 01/11/2020.
TEXAS ONE CALL
CONTRACTOR SHALL CALL 811
(DIGTESS) PRIOR TO
DISTURBANCE OF ANY ITEMS ON
SITE FOR UTILITY LOCATES
ENGINEER / APPLICANT:SURVEYOR:
GEONAV, LLC
3410 MIDCOURT ROAD, SUITE 110
CARROLLTON, TEXAS 75004
PHONE: 972.243.2409
ATTN: CHRIS HOWARD
SUTHERLAND KING CONSULTING, LLC
6430 MEADOWCREEK DRIVE
DALLAS, TEXAS 75254
PHONE: 214.208.0519
ATTN: GRAYSON HUGHES, PE
OWNER:
NOVAVOYAGE PEAKS CENTRAL, LLC
245 W STATE HWY 114, STE 300
SOUTHLAKE, TEXAS 76092
PHONE: 817.691.4353
ATTN: JERRYGANGHU@HOTMAIL.COM
LANDSCAPE ARCHITECTURE
LAND PLANNING · IRRIGATION DESIGN
800.680.6630
www.evergreendesigngroup.com
National Presence. Local Expertise.
EVERGREEN DESIGN GROUPHISTECCTTESAETSTAIREG83
O F
4 2
ET XR
LDRE CAANDS EP
A
GAVIN W .LOF
S
TEDT06/16/2026
TP-2TREE PRESERVATIONDETAILS & SPECIFICATIONSTREE PROTECTION SPECIFICATIONS
MATERIALS
1.FABRIC: 4 FOOT HIGH ORANGE PLASTIC FENCING AS SHOWN ON THE PLANS AND SHALL BE WOVEN WITH 2
INCH MESH OPENINGS SUCH THAT IN A VERTICAL DIMENSION OF 23 INCHES ALONG THE DIAGONALS OF THE
OPENINGS THERE SHALL BE AT LEAST 7 MESHES.
2.POSTS: POSTS SHALL BE A MINIMUM OF 72 INCHES LONG AND STEEL 'T' SHAPED WITH A MINIMUM WEIGHT
OF 1.3 POUNDS PER LINEAR FOOT.
3.TIE WIRE: WIRE FOR ATTACHING THE FABRIC TO THE T-POSTS SHALL BE NOT LESS THAN NO. 12 GAUGE
GALVANIZED WIRE,
4.USED MATERIALS: PREVIOUSLY-USED MATERIALS, MEETING THE ABOVE REQUIREMENTS AND WHEN
APPROVED BY THE OWNER, MAY BE USED.
CONSTRUCTION METHODS
1.ALL TREES AND SHRUBS SHOWN TO REMAIN WITHIN THE PROXIMITY OF THE CONSTRUCTION SITE SHALL BE
PROTECTED PRIOR TO BEGINNING ANY DEVELOPMENT ACTIVITY.
2.EMPLOY THE SERVICES OF AN ISA (INTERNATIONAL SOCIETY OF ARBORICULTURE) CERTIFIED ARBORIST AND
OBTAIN ALL REQUIRED PERMITS TO PRUNE THE EXISTING TREES FOR CLEANING, RAISING AND THINNING, AS
MAY BE REQUIRED.
3.PROTECTIVE FENCING SHALL BE ERECTED OUTSIDE THE CRITICAL ROOT ZONE (CRZ, EQUAL TO 1' FROM THE
TRUNK FOR EVERY 1" OF DBH) AT LOCATIONS SHOWN IN THE PLANS OR AS DIRECTED BY THE LANDSCAPE
CONSULTANT AND/OR CITY ARBORIST, AND IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS.
FENCING SHALL BE MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION. TREES
IN CLOSE PROXIMITY SHALL BE FENCED TOGETHER, RATHER THAN INDIVIDUALLY.
4.PROTECTIVE FENCE LOCATIONS IN CLOSE PROXIMITY TO STREET INTERSECTIONS OR DRIVES SHALL
ADHERE TO THE APPLICABLE JURISDICTION'S SIGHT DISTANCE CRITERIA.
5.THE PROTECTIVE FENCING SHALL BE ERECTED BEFORE SITE WORK COMMENCES AND SHALL REMAIN IN
PLACE DURING THE ENTIRE CONSTRUCTION PHASE.
6.THE INSTALLATION POSTS SHALL BE PLACED EVERY 6 FEET ON CENTER AND EMBEDDED TO 18 INCHES
DEEP. MESH FABRIC SHALL BE ATTACHED TO THE INSTALLATION POSTS BY THE USE OF SUFFICIENT WIRE
TIES TO SECURELY FASTEN THE FABRIC TO THE T-POSTS TO HOLD THE FABRIC IN A STABLE AND UPRIGHT
POSITION.
7.WITHIN THE CRZ:
a.DO NOT CLEAR, FILL OR GRADE IN THE CRZ OF ANY TREE.
b.DO NOT STORE, STOCKPILE OR DUMP ANY JOB MATERIAL, SOIL OR RUBBISH UNDER THE SPREAD OF
THE TREE BRANCHES.
c.DO NOT PARK OR STORE ANY EQUIPMENT OR SUPPLIES UNDER THE TREE CANOPY.
d.DO NOT SET UP ANY CONSTRUCTION OPERATIONS UNDER THE TREE CANOPY (SUCH AS PIPE CUTTING
AND THREADING, MORTAR MIXING, PAINTING OR LUMBER CUTTING).
e.DO NOT NAIL OR ATTACH TEMPORARY SIGNS METERS, SWITCHES, WIRES, BRACING OR ANY OTHER
ITEM TO THE TREES.
f.DO NOT PERMIT RUNOFF FROM WASTE MATERIALS INCLUDING SOLVENTS, CONCRETE WASHOUTS,
ASPHALT TACK COATS (MC-30 OIL), ETC. TO ENTER THE CRZ. BARRIERS ARE TO BE PROVIDED TO
PREVENT SUCH RUNOFF SUBSTANCES FROM ENTERING THE CRZ WHENEVER POSSIBLE, INCLUDING IN
AN AREA WHERE RAIN OR SURFACE WATER COULD CARRY SUCH MATERIALS TO THE ROOT SYSTEM OF
THE TREE.
8.ROUTE UNDERGROUND UTILITIES TO AVOID THE CRZ. IF DIGGING IS UNAVOIDABLE, BORE UNDER THE
ROOTS, OR HAND DIG TO AVOID SEVERING THEM.
9.WHERE EXCAVATION IN THE VICINITY OF TREES MUST OCCUR, SUCH AS FOR IRRIGATION INSTALLATION,
PROCEED WITH CAUTION, AND USING HAND TOOLS ONLY.
10.THE CONTRACTOR SHALL NOT CUT ROOTS LARGER THAN ONE INCH IN DIAMETER WHEN EXCAVATION
OCCURS NEAR EXISTING TREES. ALL ROOTS LARGER THAN ONE INCH IN DIAMETER ARE TO BE CUT
CLEANLY. FOR OAKS ONLY, ALL WOUNDS SHALL BE PAINTED WITH WOUND SEALER WITHIN 30 MINUTES
11.REMOVE ALL TREES, SHRUBS OR BUSHES TO BE CLEARED FROM PROTECTED ROOT ZONE AREAS BY HAND.
12.TREES DAMAGED OR KILLED DUE TO CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE
MITIGATED AT THE CONTRACTOR'S EXPENSE AND TO THE PROJECT OWNER'S AND LOCAL JURISDICTION'S
SATISFACTION.
13.ANY TREE REMOVAL SHALL BE APPROVED BY THE OWNER AND LOCAL JURISDICTION PRIOR TO ITS
REMOVAL, AND THE CONTRACTOR SHALL HAVE ALL REQUIRED PERMITS FOR SUCH ACTIVITIES.
14.COVER EXPOSED ROOTS AT THE END OF EACH DAY WITH SOIL, MULCH OR WET BURLAP.
15.IN CRITICAL ROOT ZONE AREAS THAT CANNOT BE PROTECTED DUING CONSTRUCTION AND WHERE HEAVY
TRAFFIC IS ANTICIPATED, COVER THE SOIL WITH EIGHT INCHES OF ORGANIC MULCH TO MINIMIZE SOIL
COMPACTION. THIS EIGHT INCH DEPTH OF MULCH SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION.
16.WATER ALL TREES IMPACTED BY CONSTRUCTION ACTIVITIES, DEEPLY ONCE A WEEK DURING PERIODS OF
HOT DRY WEATHER. SPRAY TREE CROWNS WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION
ON THE LEAVES.
17.WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER
BEHIND THE CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE SOIL.
18.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREE PROTECTION FENCING WHEN ALL THREATS TO
THE EXISTING TREES FROM CONSTRUCTION-RELATED ACTIVITIES HAVE BEEN REMOVED.
TREE PROTECTION GENERAL NOTES
1.ALL THE TREES WITH A DIAMETER GREATER THAN 3 INCHES AFFECTED BY CONSTRUCTION SHALL HAVE THE LIMBS AND
ROOTS TRIMMED AND PRUNED ACCORDING TO ITEM NO. 802, TREE PRUNING, SOIL AMENDING AND FERTILIZATION. UNLESS
SPECIFIED, TREES SHALL RECEIVE LEVEL 2 PROTECTION AS PER ITEM NO. 802. TREES TO RECEIVE LEVEL 1 PROTECTION AS
PER ITEM NO. 802 ARE SHOWN ON TREE PROTECTION TABLE ON SHEET TP-1.
2.ALL TREES SHALL REMAIN UNLESS NOTED ON THE PLANS.
3.NO SITE PREPARATION WORK SHALL BEGIN IN AREAS WHERE TREE PRESERVATION AND TREATMENT MEASURES HAVE NOT
BEEN COMPLETED AND APPROVED.
4.TREE PROTECTION FENCING SHALL BE REQUIRED. TREE PROTECTION FENCING SHALL BE INSTALLED, MAINTAINED AND
REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION.
5.THE CONTRACTOR SHALL AVOID CUTTING ROOTS LARGER THAN 3 INCHES IN DIAMETER WHEN EXCAVATING NEAR EXISTING
TREES. EXCAVATION IN THE VICINITY OF TREES SHALL PROCEED WITH CAUTION. THE CONTRACTOR SHALL CONTACT THE
CITY INSPECTOR.
6.THE ROOT PROTECTION ZONE IS THAT AREA SURROUNDING A TREE, AS MEASURED BY A RADIUS FROM THE TREE TRUNK, IN
WHICH NO EQUIPMENT, VEHICLES OR MATERIALS MAY OPERATE OR BE STORED. THE REQUIRED RADIUS LENGTH IS 1 FOOT
PER DIAMETER INCH OF THE TREE. FOR EXAMPLE, A 10-INCH DIAMETER TREE WOULD HAVE A 10-FOOT RADIUS ROOT
PROTECTION ZONE AROUND THE TREE. ROOTS OR BRANCHES THAT ARE IN CONFLICT WITH THE CONSTRUCTION SHALL BE
CUT CLEANLY ACCORDING TO PROPER PRUNING METHODS. LIVE OAK WOUNDS SHALL BE PAINTED OVER, WITHIN 20
MINUTES TO PREVENT OAK WILT.
7.ACCESS TO FENCED AREAS WILL BE PERMITTED ONLY WITH THE APPROVAL OF THE ENGINEER OR CITY INSPECTOR.
8.GRADING, IF REQUIRED, SHALL BE LIMITED TO A 3 INCH CUT OR FILL WITHIN THE FENCED ROOT ZONE AREAS.
9.TREES, SHRUBS OR BUSHES TO BE CLEARED FROM PROTECTED ROOT ZONE AREAS SHALL BE REMOVED BY HAND AS
DIRECTED BY THE PROJECT MANAGER OR CITY INSPECTOR.
10.TREES DAMAGED OR LOST DUE TO CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE MITIGATED TO THE
ENGINEER'S SATISFACTION.
11.EXPOSED ROOTS SHALL BE COVERED AT THE END OF EACH DAY USING TECHNIQUES SUCH AS COVERING WITH SOIL,
MULCH OR WET BURLAP.
12.ANY TREE REMOVAL SHALL BE APPROVED BY THE CITY ARBORIST PRIOR TO IT'S REMOVAL.
TUNNEL TO MINIMIZE ROOT DAMAGE (TOP) AS OPPOSED TO SURFACE-DUG
TRENCHES IN ROOT PROTECTION ZONE WHEN THE 5' MINIMUM DISTANCE
FROM TRUNK CAN NOT BE ACHIEVED.
TREES THAT ARE MARKED TO BE PRESERVED ON A SITE PLAN AND FOR WHICH
UTILITIES MUST PASS TROUGH THEIR ROOT PROTECTION ZONES MAY REQUIRE
TUNNELING AS OPPOSED TO OPEN TRENCHES. THE DECISION TO TUNNEL WILL BE
DETERMINED ON A CASE BY CASE BASIS BY THE ENGINEER.
TUNNELS SHALL BE DUG THROUGH THE ROOT PROTECTION ZONE IN ORDER TO
MINIMIZE ROOT DAMAGE.
(RPZ)
ROOT PROTECTION ZONE
IF BARE DIRT
8" MULCH OUTSIDE RPZ
ESTABLISH FENCE PROTECTION
MINIMUM 5' FROM TRUNK
6" MULCH INSIDE RPZ
DRIP LINE
OPEN TRENCHING MAY BE USED IF EXPOSED TREE ROOTS DO NOT
EXCEED 3" OR ROOTS CAN BE BENT BACK.
ROOT PROTECTION
ZONE (RPZ)
PROPERTY LINE
TREE
TRUNK
STREET5'
CURB
NOTES:
1.THE FENCING LOCATION SHOWN ABOVE IS
DIAGRAMATIC ONLY AND WILL CONFORM TO THE
DRIP LINE AND BE LIMITED TO PROJECT
BOUNDARY. WHERE MULTIPLE ADJACENT TREES
WILL BE ENCLOSED BY FENCING, THE FENCING
SHALL BE CONTINUOUS AROUND ALL TREES.
2.FOR ACCEPTABLE FENCING MATERIALS SEE
SPECIFICATIONS.
AND UNDER DRIP LINE AS MINIMAL
PROTECTION FOR ROOTS FROM
CONSTRUCTION ACTIVITIES
NOTES:
1.OPTION USED FOR TIGHT CONSTRUCTION
AREAS OR WHEN CONSTRUCTION
OCCURS IN ROOT PROTECTION ZONE.
2.FOR ACCEPTABLE FENCING MATERIALS
SEE SPECIFICATIONS.
12" MIN & 48" MAX DEPTH
TREE PROTECTION FENCE
SCALE: NOT TO SCALEA
B SCALE: NOT TO SCALE
TREE PROTECTION FENCE - TIGHT CONSTRUCTION
BORING THROUGH ROOT PROTECTION ZONE
SCALE: NOT TO SCALEC
ROOT PROTECTION ZONE (RPZ)
MULCH INSIDE RPZ
PROTECTION FENCE
(SEE SPECS)
D SCALE: NOT TO SCALE
ROOT PRUNING DETAIL
EXISTING GRADE
NOTES
1.RETENTION AREAS WILL BE SET AS PART OF THE REVIEW PROCESS AND
PRE-CONSTRUCTION MEETING.
2.BOUNDARIES OF RETENTION AREAS MUST BE STAKED AT THE PRE-CONSTRUCTION
MEETING AND FLAGGED PRIOR TO ROOT PRUNING.
3.EXACT LOCATION OF ROOT PRUNING SHALL BE DETERMINED IN THE FIELD IN
COORDINATION WITH THE FORESTRY INSPECTOR .
4.TRENCH SHOULD BE IMMEDIATELY BACKFILLED WITH EXCAVATED SOIL OR OTHER
ORGANIC SOIL AS SPECIFIED PER PLAN OR BY THE FORESTRY INSPECTOR.
5.ROOTS SHALL BE CLEANLY CUT USING VIBRATORY KNIFE OR OTHER ACCEPTABLE
EQUIPMENT. ROT PRUNING METHODS AND MEANS MUST BE IN ACCORDANCE WITH
ANSI STANDARD A3000.
6.ALL PRUNING MUST BE EXECUTED AT LOD SHOWN ON PLANS OR AS AUTHORIZED
IN WRITING BY THE FORESTRY INSPECTOR.
7.SUPPLEMENTAL WATERING MAY BE REQUIRED FOR ROOT PRUNED TREES
THROUGHOUT THE GROWING SEASON DURING CONSTRUCTION AND SUBSEQUENT
WARRANTY AND MAINTENANCE PERIOD.
ROOT PRUNE VIA AIRSPACE OR
TRENCH (6" WIDE MAX.) 24" MIN.
DEPTH OR AS DETERMINED AT
PRE-CONSTRUCTION MEETING.
TREE PROTECTION FENCE TO
BE ERECTED IN LINE WITH
ROOT PRUNING LIMITS. SEE
DETAILS AND SPECIFICATIONS
FOR TREE PROTECTION
FENCE REQUIREMENTS.
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LOT 1R, BLOCK A
RAVENAUX VILLAGE
DOC. NO. D217024042
O.P.R.T.C.T.
270,443 SQ.FT.
6.209 ACRES
|=06°29'52"(LT)
R=5749.50'
L=652.04'
CL=651.69'
CB=S60°50'11"E
N00°05'02"W428.47'LIMIT OF WORKLI
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(59) DB
(5) DH
(18) DH
(7) DH
(5) RY
(6) RY
(3) RY
(3) RY
(3) RY
(2) RY
(4) RY
(4) SP
(2) SP
(3) SP
(4) SP
(2) SP
(7) SP
(8) TL
(10) TL
(13) TL
(5) TL
(17) TL
(16) TL
(4) TL
SOD
SOD
SOD
(1) FG
(1) SP
(1) FG
(6) SO
(4) SO
(3) CM / IL
(1) ET
(1) ET
(6) RB
(3) ET
(2) SO / IL
(1) SO / IL
(1) SO / IL
(1) FG
(1) RB
(1) SO / IL
(3) CM
(3) RB
(19) DB
(11) DB
(1) ET
(2) SO / IL
(3) SO / IL
(6) SO / IL
(1) RB / IL
(2) FG
(8) FG
(2) CM / IL(1) RB / IL
(1) RB / IL(29) FG
(11) DH
(9) SP
(18) TL
(7) RY
(4) SP
(5) CM
(3) RB
COL
COL
COL
(1) RB / IL
SYMBOL CODE QTY BOTANICAL / COMMON NAME CAL.
CANOPY TREES
SO 26 Quercus shumardii
Shumard Red Oak
(50%) 2" Cal /
(50%) 4" Cal (As Noted on Plan)
EXISTING TREES
ET 6 Existing tree to remain
SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER SPACING
SHRUBS
RY 33 Hesperaloe parviflora
Red Yucca 3 GAL 36" OC
DB 89 Ilex cornuta `Burfordii Nana`
Dwarf Burford Holly 3 GAL 36" OC
TL 91 Ilex vomitoria 'Nana'
Dwarf Yaupon Holly 3 GAL 36" OC
DH 42 Abelia x grandiflora 'Rose Creek'
Rose Creek Abelia 3 GAL 36" OC
SP 36 Leucophyllum frutescens 'Compacta'
Compact Texas Sage 3 GAL 36" OC
SOD/SEED
SOD 8,425 sf Cynodon 'TifTuf'
TifTuf Hybrid Bermuda Grass
PLANT SCHEDULE
UNDERSTORY / ACCENT TREES
RB 20 Cercis canadensis texensis
Texas Redbud Min. 6' Ht.
CM 13 Lagerstoemia indica
Crape Myrtle Min. 6' Ht.
FG 43 Gardenia jasminoides 'Frostproof'
Frostproof Gardenia
IL=Interior Landscape
IL=Interior Landscape
IL=Interior Landscape
SEASONAL COLOR
COL 217 sf Varies
3 GAL 36" OC
Scale 1" = 20'
20'10'0 60'00
SITE INFORMATION
PERMITTING AUTHORITY:CITY OF SOUTHLAKE, TX
ZONING:SP2 - GENERALIZED SITE PLAN
TOTAL SITE AREA:74,175 SF
BUILDING FLOOR AREA:15,295 SF
REQUIRED INTERIOR LANDSCAPE AREA:7,650 SF (50% OF BLDG FLOOR AREA)
TOTAL PARKING SPACES:73
SPACES BETWEEN BLDG & ROW:33 (45% OF 77)
33 x 20 (20 SF PER PARKING STALL)
PARKING LOT PLANTING:REQUIRED PROVIDED
660 SF 2,777 SF
THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT
ARE LOCATED WITHIN FIVE (5) FEET OF PAVING, CURBS, WATER, STORM, OR SANITARY
SEWER UTILITIES. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS
(OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE.
INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES
SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE
ROOTBALL.
ROOT BARRIERS
MULCHES
AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 2" THICK LAYER OF 1-1/2"
SHREDDED WOOD MULCH, NATURAL (UNDYED), OVER LANDSCAPE FABRIC IN ALL PLANTING
AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF
ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO
CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE
ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND
REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS).
GENERAL GRADING AND PLANTING NOTES
1.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS
READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT.
2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO
REMAIN).
3.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE
SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.
a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL
LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON
TURF AREA AND PLANTING BED PREPARATION.
b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES
AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY
FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF
POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING
POTENTIAL.
c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED,
TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON
A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.
d.ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING
SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW
FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING
PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.
e.ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING
SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE
SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM
THE WALKS.
f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT,
THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO
THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.
4.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR
DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE
PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS,
ETC.).
a.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN
ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN
THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR
CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE.
b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE
LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY
THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS).
c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE
PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S
REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS.
5.CONTRACTOR SHALL PROVIDE AND INSTALL SOLID SOD IN ALL RIGHT-OF-WAYS AND PARKWAYS (UNLESS NOT ALLOWED BY
THE LOCAL JURISDICTION) AND SHALL PROVIDE WATERING AND MAINTENANCE UNTIL THE TURF IS ESTABLISHED AND HAS
BEEN ACCEPTED BY OWNER.
6.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE
OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD,
AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD.
7.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.
IRRIGATION CONCEPT
1.AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE
TIME OF FINAL INSPECTION. THE ENTIRE IRRIGATION SYSTEM SHALL BE INSTALLED BY
A LICENSED AND QUALIFIED IRRIGATION CONTRACTOR.
2.THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL
HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT
CONTAMINATION OF THE POTABLE SOURCE.
3.ALL NON-TURF PLANTED AREAS SHALL BE DRIP IRRIGATED. SODDED AND SEEDED
AREAS SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT 100% HEAD-TO-HEAD
COVERAGE.
4.ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE PLACED ON A
VALVE DEDICATED TO PROVIDE THE NECESSARY WATER REQUIREMENTS SPECIFIC TO
THAT HYDROZONE.
5.THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM
EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND
SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY
HEADS (WHEREVER POSSIBLE), RAIN SENSORS, AND MULTI-PROGRAM COMPUTERIZED
IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES.
PLANTING & IRRIGATION GUARANTEE
THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND
EXISTING PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE
INSTALLATION WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE
WATERING OF THE LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED
IRRIGATION SYSTEM. THE OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE
INSTALLATION OF PLANTS OR IRRIGATION.
312'
312'
250'
250'
175'
175'
365'
365'
25' - Bufferyard 'I'
None Required
10
10
N/A
7
7
38
59
Hedge H1 - min. 2' at install
max 30" o.c.
7,650 SF
15,495 SF
75%
100%
16
16
31
**11
192
192
1,147
1,150
25' - Bufferyard 'I'
None Required
None Required
None Required
5' - Bufferyard 'A'
Hedge H1- as required
N/A
N/A
N/A
4
See
Comment 1
N/A
N/A
N/A
N/A
7
14
N/A
N/A
N/A
N/A
29
29
N/A
N/A
N/A
N/A
N/A
N/A
North property line abuts a State Highway (Arterial ROW) requiring Bufferyard "I" per Zoning Ordinance 43 Overlay District, Table 43B.
West property line requires Bufferyard "A" but due to overhead power lines, only ornamental trees have been provided at maximum capacity.
Bufferyard plant quantities calculated per 100 linear feet and rounded up to meet minimum ordinance requirements.CHAPEL CROSSING PHASE IILOT 1R1 & 1R2, BLOCK ARAVENAUX VILLAGE ADDITIONTARRANT COUNTY, TEXASPROJECT NUMBER
DRAWING DATE
SCALE
DESIGNED BY
2025.013
2026.01.23
AS SHOWN
GL
SHEET NUMBER No.DATEDESCRIPTIONNOTE:
LINEWORK BASED ON TOPOGRAPHIC SURVEY
INFORMATION ACQUIRED ON 01/11/2020.
TEXAS ONE CALL
CONTRACTOR SHALL CALL 811
(DIGTESS) PRIOR TO
DISTURBANCE OF ANY ITEMS ON
SITE FOR UTILITY LOCATES
ENGINEER / APPLICANT:SURVEYOR:
GEONAV, LLC
3410 MIDCOURT ROAD, SUITE 110
CARROLLTON, TEXAS 75004
PHONE: 972.243.2409
ATTN: CHRIS HOWARD
SUTHERLAND KING CONSULTING, LLC
6430 MEADOWCREEK DRIVE
DALLAS, TEXAS 75254
PHONE: 214.208.0519
ATTN: GRAYSON HUGHES, PE
OWNER:
NOVAVOYAGE PEAKS CENTRAL, LLC
245 W STATE HWY 114, STE 300
SOUTHLAKE, TEXAS 76092
PHONE: 817.691.4353
ATTN: JERRYGANGHU@HOTMAIL.COM
LANDSCAPE ARCHITECTURE
LAND PLANNING · IRRIGATION DESIGN
800.680.6630
www.evergreendesigngroup.com
National Presence. Local Expertise.
EVERGREEN DESIGN GROUPHISTECCTTESAETSTAIREG83
O F
4 2
ET XR
LDRE CAANDS EP
A
GAVIN W .LOF
S
TEDT06/16/2026
LP-1LANDSCAPE PLANTINGNorth
**Due to site constraints, required Accent Tree count cannot be met as tree planting is at maximum capacity for interior landscape.
5' - Bufferyard 'A'
Seasonal Color
(Sq. Ft.)
153
217
GENERAL
A.QUALIFICATIONS OF LANDSCAPE CONTRACTOR
1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN
LANDSCAPE PLANTING.
2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE
OWNER FOR FURTHER QUALIFICATION MEASURES.
3.THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS
DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE
ISSUED BY EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD.
B.SCOPE OF WORK
1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR,
SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION,
INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS,
NOTES, AND DETAILS.
2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED
BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY
FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.
3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER,
ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK.
PRODUCTS
A.ALL MANUFACTURED PRODUCTS SHALL BE NEW.
B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS:
1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED,
HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD,
INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE
OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE
PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS.
2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING
AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS).
3.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED
FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S
OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE
ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF
PLANT MATERIAL.
4.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT
BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING.
5.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE
ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT
FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER.
6.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL.
7.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE
HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED.
C.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE
TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM
SUPPLIER STATING THE COMPOSITION OF THE SOD.
D.SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY,
GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE
ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED.
E.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS, AND
SEEDS.
F.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35
TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10
DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS.
NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED.
G.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN
PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING
AGENCY (SEE BELOW).
H.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING
OF TREES AND SHRUBS.
I.WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC (OR APPROVED
EQUAL).
J.TREE STAKING AND GUYING
1.STAKES: 6' LONG GREEN METAL T-POSTS.
2.GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER.
3.STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT
TREE TRUNKS FROM DAMAGE.
M.STEEL EDGING: PROFESSIONAL STEEL EDGING, 10 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN.
ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL.
N.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE
SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE
MANUFACTURER'S LABELED RATES.
METHODS
A.SOIL PREPARATION
1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS
ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY
DISCREPANCIES EXIST.
2.SOIL TESTING:
a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN
ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL
FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON
CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL.
b.CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL
SAMPLES.
c.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING
(AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS,
AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE
ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE.
3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS.
ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE
SUBMITTED TO THE OWNER WITH THE REPORT.
4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:
a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING
AFTER CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F.
iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE
b.TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY
MEANS OF ROTOTILLING AFTER CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD.
iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE
iv.IRON SULPHATE - 2 LBS. PER CU. YD.
5.CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE BEFORE INSTALLING
SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS BEFORE INSTALLING SOIL AMENDMENTS. MULCH
COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE
WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.
6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS,
TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL.
B.GENERAL PLANTING
1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.
2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE
MANUFACTURER'S RECOMMENDED RATE.
3.TRENCHING NEAR EXISTING TREES:
a.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE
(CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO
TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM
THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5'
ABOVE THE AVERAGE GRADE AT THE TRUNK).
b.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR
TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.
c.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2"
AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED
ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP
LINES WITHIN 24 HOURS.
d.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE
ANY SORT OF SEALERS OR WOUND PAINTS.
C.TREE PLANTING
1.TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND
TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES.
2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY
GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.
3.FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE
CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST
BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL.
4.INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES
ABOVE THE SURROUNDING GRADE.
5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL
OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED
TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE
AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND
COMPOSITION IN THE ON-SITE SOIL.
6.THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE
CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN
THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING
GUIDELINES:
a.1"-2" TREES TWO STAKES PER TREE
b.2-1/2"-4" TREES THREE STAKES PER TREE
c.TREES OVER 4" CALIPER GUY AS NEEDED
d.MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO
STABILIZE THE TREE
7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR
OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH PER PLANS).
D.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING
1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN
THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS.
2.INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED
BARRIER CLOTH IN PLACE.
3.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING
THE ENTIRE PLANTING AREA.
E.SODDING
1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.
2.LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.
3.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT
OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.
4.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH.
5.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES
OF PENETRATION INTO THE SOIL BELOW THE SOD.
G.CLEAN UP
1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT,
ORDERLY CONDITION.
2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
H.INSPECTION AND ACCEPTANCE
1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS
AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN
INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
2.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE
CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24
HOURS.
3.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE-INSPECTED
BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE
ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE.
I.LANDSCAPE MAINTENANCE
1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE
PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE
MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER
PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS,
WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND
DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY
PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE
CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING
ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION.
2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY
STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.
3.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS
MUST OCCUR:
a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL
DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY
PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE.
c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE
FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN
TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE.
ALL SODDED TURF SHALL BE NEATLY MOWED.
J.WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS
1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED/HYDROMULCHED
AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE
(90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE
SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION
SYSTEM WHICH OPERATE IMPROPERLY.
2.AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR
SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED
DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS.
K.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD
DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE
ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS.
PLANTING SPECIFICATIONS
PLANTING AT PARKING AREA
SCALE: NOT TO SCALEB
DISTANCE PER PLAN
24" MIN. TO EDGE
OF MATURE CANOPY
2 3 41
1 CURB.
2 MULCH LAYER.
3 PLANT.
4 TURF (WHERE SHOWN ON PLAN).
STEEL EDGING
SCALE: NOT TO SCALEC
1 ROLLED-TOP STEEL EDGING PER PLANS.
2 TAPERED STEEL STAKES.
3 MULCH, TYPE AND DEPTH PER PLANS.
NOTES:
1)INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED.
2)BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE.
3)TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING.
1
2
3
4
4 FINISH GRADE.
4
X
2X
3
2
1
5
6
7
4
1
2
3
SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.
MULCH, TYPE AND DEPTH PER PLANS. PLACE NO
MORE THAN 1" OF MULCH WITHIN 6" OF PLANT
CENTER.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
3" HIGH EARTHEN WATERING BASIN.
5
6
7
SHRUB AND GROUNDCOVER PLANTING
SCALE: NTSE
8 WEED FABRIC UNDER MULCH.
8
TREE PLANTING
SCALE: NOT TO SCALEA
5
6
7
4
1
8
9
11
10
12
PREVAILING
WINDS
NOTES:
1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.
2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT
COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE
SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE
ROOT FLARE IS 2"-4" ABOVE FINISH GRADE.
3.FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE
PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF
BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES,
TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH
BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL.
4.REMOVE ALL NURSERY STAKES AFTER PLANTING.
5.FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR
DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE.
6.STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM
BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT
IN WIND.
1
2
3
TREE CANOPY.
CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR
12 GAUGE GALVANIZED WIRE WITH NYLON TREE
STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES
AND LARGER). SECURE TIES OR STRAPS TO TRUNK
JUST ABOVE LOWEST MAJOR BRANCHES.
GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO
UNDISTURBED SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMAN, TWO PER
TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND
18" MIN. INTO UNDISTURBED SOIL.
MULCH, TYPE AND DEPTH PER PLANS. DO NOT
PLACE MULCH WITHIN 6" OF TRUNK.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
4" HIGH EARTHEN WATERING BASIN.
TRUNK FLARE.
CONIFEROUS
TREE
PREVAILING
WINDS
STAKING EXAMPLES (PLAN VIEW)
2
4
6
7
8
9
10
11
1
4
3X ROOTBALL DIA.
5
2
3
5
12
NON-CONIFEROUS
TREE
13
13 FINISH GRADE.
ROOT BARRIER - PLAN VIEW
SCALE: NOT TO SCALED
TYPICAL CURB AND GUTTER
TYPICAL PLANTING AREA
LINEAR ROOT BARRIER MATERIAL.
SEE PLANTING NOTES FOR TYPE
AND MANUFACTURER. INSTALL PER
MANUFACTURER'S SPECIFICATIONS.
TREE CANOPY
TREE TRUNK
TYPICAL WALKWAY OR PAVING1
2
3
4
5
6
1
4
2
3
5
65'5'5'5'OPEN LANDSCAPE
TO 10'
PARKWAY
OR ISLAND
NOTES:
1)INSTALL ROOT BARRIERS NEAR ALL
NEWLY-PLANTED TREES THAT ARE
LOCATED WITHIN FIVE (5) FEET OF
PAVING OR CURBS.
2)BARRIERS SHALL BE LOCATED
IMMEDIATELY ADJACENT TO
HARDSCAPE. UNDER NO
CIRCUMSTANCES SHALL THE
CONTRACTOR USE ROOT BARRIERS
OF A TYPE THAT COMPLETELY
ENCIRCLE THE ROOTBALL.
PLANT SPACING
SCALE: NTSF
PLANT CENTER (TYP.)EQUALEQUALEQUALEDGE OF PLANTING AREA
EQUAL
NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWN ON PLANS AS
INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS.
1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA:
TOTAL AREA / AREA DIVIDER = TOTAL PLANTS
PLANT SPACING AREA DIVIDER PLANT SPACING AREA DIVIDER
6"0.22 18"1.95
8"0.39 24"3.46
10"0.60 30"5.41
12"0.87 36"7.79
15"1.35
2) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THE PLANTED AREA WITH
THE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANT SPACING = TOTAL PLANT SUBTRACTION
EXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETER
STEP 1: 100 SF/1.95 = 51 PLANTS
STEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTAL CHAPEL CROSSING PHASE IILOT 1R1 & 1R2, BLOCK ARAVENAUX VILLAGE ADDITIONTARRANT COUNTY, TEXASPROJECT NUMBER
DRAWING DATE
SCALE
DESIGNED BY
2025.013
2026.01.23
AS SHOWN
GL
SHEET NUMBER No.DATEDESCRIPTIONNOTE:
LINEWORK BASED ON TOPOGRAPHIC SURVEY
INFORMATION ACQUIRED ON 01/11/2020.
TEXAS ONE CALL
CONTRACTOR SHALL CALL 811
(DIGTESS) PRIOR TO
DISTURBANCE OF ANY ITEMS ON
SITE FOR UTILITY LOCATESENGINEER / APPLICANT:SURVEYOR:
GEONAV, LLC
3410 MIDCOURT ROAD, SUITE 110
CARROLLTON, TEXAS 75004
PHONE: 972.243.2409
ATTN: CHRIS HOWARD
SUTHERLAND KING CONSULTING, LLC
6430 MEADOWCREEK DRIVE
DALLAS, TEXAS 75254
PHONE: 214.208.0519
ATTN: GRAYSON HUGHES, PE
OWNER:
NOVAVOYAGE PEAKS CENTRAL, LLC
245 W STATE HWY 114, STE 300
SOUTHLAKE, TEXAS 76092
PHONE: 817.691.4353
ATTN: JERRYGANGHU@HOTMAIL.COM
LANDSCAPE ARCHITECTURE
LAND PLANNING · IRRIGATION DESIGN
800.680.6630
www.evergreendesigngroup.com
National Presence. Local Expertise.
EVERGREEN DESIGN GROUPHISTECCTTESAETST
AIREG 83
O F
4 2
ET XR
LD
RECAANDS EP
A
GAVIN W .LOF
S
TEDT06/16/2026
LP-2LANDSCAPE DETAILS &SPECIFICATIONS
LOT 1R2, BLOCK A
RAVENAUX VILLAGE
DOC. NO. D220122474
O.P.R.T.C.T.
74,410 SQ.FT.
1.7082 ACRES
646 647647647648
648649649 649649650650
650650650651651651651652652 652652653653653654654654654
655655655 655655656656 656657657658658659659
659
660660660661661
662
C4.0EXISTING DRAINAGEAREA MAPPRELIMINARY
TEXAS ONE CALL
CONTRACTOR SHALL CALL 811
(DIGTESS) PRIOR TO
DISTURBANCE OF ANY ITEMS ON
SITE FOR UTILITY LOCATES
L E G E N D
NOTES:
LOT 1R2, BLOCK A
RAVENAUX VILLAGE
DOC. NO. D220122474
O.P.R.T.C.T.
74,410 SQ.FT.
1.7082 ACRES
646 647647647648
648649649649650650
650651651651651652652 652652653653653654654654654
655655655 655655656656 656657657658658659659
659
660660660661661
662
C4.1PROPOSED DRAINAGEAREA MAPPRELIMINARY
TEXAS ONE CALL
CONTRACTOR SHALL CALL 811
(DIGTESS) PRIOR TO
DISTURBANCE OF ANY ITEMS ON
SITE FOR UTILITY LOCATES
L E G E N D
NOTES:
S.H. 114 SERVICE ROAD
PROPERTY LINE
30' FRONT EASEMENT
PROPERTY LI
NE25' LANDSCAPE EASEMENT
DROPOFFEXTENT
OF
SCOPE
MAIN BUILDING
ENTRANCE
MH: 20
SA1
MH: 20
SA1
MH: 20
SA1
MH: 20
SA1
SA1
MH: 20
SB
MH: 0.01
SB
MH: 0.01 MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB SB
MH: 0.01
SB
MH: 0.01MH: 0.01
SB SB
MH: 0.01MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
SB
MH: 0.01
MH: 0.01
SB
SB
MH: 0.01
MH: 0.01
SB
MH: 0.01
SB
SB
MH: 0.01
MH: 0.01
SB
MH: 0.01
SB
SB
MH: 0.01MH: 0.01
SBSB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SBSB
MH: 0.01MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SBSB
MH: 0.01
MH: 0.01
SB
SB
MH: 0.01
MH: 0.01
SB
MH: 0.01
SB
SB
MH: 0.01
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
SB
MH: 0.01
SB
MH: 0.01
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
SB
MH: 0.01
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
MH: 0.01
SB
SB
MH: 0.01
MH: 0.01
SB
MH: 0.01
SB
SB
MH: 0.01
SB
MH: 34.75
MH: 34.75
SB
SB
MH: 34.75
SB
MH: 34.75
SB
MH: 34.75
SB
MH: 34.75MH: 34.75
SB
MH: 34.75
SB
MH: 34.75
SB
MH: 34.75
SB
MH: 34.75
SB SB
MH: 34.75
SB
MH: 34.75
SB
MH: 34.75
SB
MH: 34.75
SF
MH: 49
SF
MH: 49
MH: 48.139
SC
SC
MH: 48.139MH: 48.139
SC
MH: 48.139
SC
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 1.3 1.0 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 2.0 1.7 1.3 1.0 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.1 2.6 1.9 1.3 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 2.5 2.8 1.8 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 2.1 2.4 2.1 1.4 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.9 1.7 1.8 1.5 1.1 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.8 1.3 1.4 1.2 1.0 0.7 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.4 0.7 0.9 1.1 1.1 0.9 0.7 0.6 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.7 0.8 0.9 1.1 1.2 1.2 1.0 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 1.2 1.3 1.1 1.2 1.5 2.0 2.0 1.9 1.8 1.8 1.7 1.7 1.6 1.7 1.7 1.7 1.4 0.7 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 1.4 2.0 1.8 1.6 1.7 2.2 2.1 1.6 1.1 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 2.3 2.5 2.1 2.0 2.3 2.5 2.0 1.7 1.2 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 2.3 3.1 3.0 2.5 2.5 2.6 2.1 1.4 1.5 1.4 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.6 2.3 3.1 2.9 2.8 2.8 2.3 1.5 1.5 0.8 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 1.6 2.2 2.5 2.7 3.0 1.6 1.7 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.4 1.4 2.0 2.3 2.7 1.6 1.7 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.7 1.1 1.7 2.4 2.8 1.6 1.6 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.5 1.0 1.1 1.5 2.4 2.8 1.6 1.5 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 1.5 1.5 1.4 1.6 2.4 2.6 1.5 1.3 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 1.9 2.1 1.9 1.6 1.7 2.4 2.4 1.5 1.2 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.4 2.3 2.6 1.9 1.6 1.7 2.3 2.4 1.6 1.1 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 2.3 3.2 2.7 1.9 1.5 1.6 2.2 2.5 1.4 1.7 1.3 1.6 1.2 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.0 2.2 2.7 2.3 1.6 1.4 1.4 1.8 2.2 2.0 1.9 1.7 1.6 1.6 1.7 1.8 1.8 1.8 1.8 1.8 1.7 1.7 1.8 1.7 1.6 0.8 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.5 2.0 2.1 1.9 1.6 1.5 1.4 1.5 1.6 1.6 1.5 1.4 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.2 1.0 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.0 1.5 1.7 1.7 1.7 1.6 1.5 1.5 1.5 1.5 1.5 1.3 1.2 1.3 1.5 1.5 1.6 1.6 1.5 1.5 1.3 1.1 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.7 1.0 1.3 1.6 1.8 1.9 2.0 2.2 2.1 1.8 1.6 1.3 1.0 1.2 1.6 1.8 2.1 2.3 2.2 1.8 1.5 1.1 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.7 0.9 1.3 1.8 2.1 2.7 3.1 2.7 2.1 1.7 1.2 0.9 1.1 1.6 2.1 2.6 3.2 2.8 2.1 1.6 1.0 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.9 1.5 2.2 2.2 2.2 2.2 2.2 1.5 0.9 0.6 0.8 1.3 2.0 2.3 2.2 2.2 2.2 1.4 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Luminaire Schedule
Symbol Tag
Calculation Summary
Calculation Grid Location Calc. Height (Ft.)Units
Qty Manufacturer / Catalog Number Total Lumen Output Total Input Watts Light Loss Factor User Defined Factor
Avg Max Min Avg/Min
GRADE_Planar 0 Fc
SA1
0.34
5 LITHONIA DSX1 LED P3 [CRI] BLC4 MVOLT SPA [FINISH] DM19AS @ 20'
MH
9485 102.17 0.850 1.000
3.2 0.0 N.A.
PROPERTY LINE N.A.Fc 0.05 0.1 0.0 N.A.
SC 1 INSIGHT AP LO [CCT] ASUX [FIXTURE LENGTH] [VOLT] DIM [FIXTURE
FINISH] [MOUNT] [MOUNT FINISH]
45144 597.465 0.213 N.A.
SC 1 INSIGHT AP LO [CCT] ASUX [FIXTURE LENGTH] [VOLT] DIM [FIXTURE
FINISH] [MOUNT] [MOUNT FINISH]
10488 138.805 0.213 N.A.
PARKING LOT
SC 1 INSIGHT AP LO [CCT] ASUX [FIXTURE LENGTH] [VOLT] DIM [FIXTURE
FINISH] [MOUNT] [MOUNT FINISH]
17328 229.33 0.213 N.A.
SC 1 INSIGHT AP LO [CCT] ASUX [FIXTURE LENGTH] [VOLT] DIM [FIXTURE
FINISH] [MOUNT] [MOUNT FINISH]
80712 1068.193 0.213 N.A.
SF 2 ECOSENSE FO80 2H HO CCT 8 90 [FINISHES] X [WIRING AND MOUNT] 1450 23 0.900 1.000
Fc 1.32 3.2 0.1 13.20
SB 91 BEGA B77629 B70273 KX [FINISH] 898 14 0.850 1.000
PARKING LOT
Illuminance (Fc)
Average = 1.32
Maximum = 3.2
Minimum = 0.1
Avg/Min Ratio = 13.20
Max/Min Ratio = 32.00
E. STATE HIGHWAY 114
(VARIABLE WIDTH RIGHT-OF-WAY)
LOT
1
R
2,
B
L
O
C
K
A
RAV
E
N
A
U
X
VI
L
L
A
G
E
DOC.
N
O.
D
2
2
0
1
2
2
4
7
4
O.P.R.
T.
C.
T.
74,4
1
0
S
Q.
F
T.
1.70
8
2
A
C
R
E
S
N00°05
'02
"W428.47
'
BM1
X-CU
T
ELEV:
6
4
5.
3
9'S29°01'23"W174.81'N60°54'18"W
106.70'
N88°
2
3'
5
8"
W
73.6
7'|=40°
1
4'
3
4"(
R
T)
R=85.
1
0'
L=59.
7
7'
CL=5
8.
5
5'
CB=S
0
8°
1
6'
2
6"
W|=46°
2
5'
5
2"(
L
T)
R=45.
0
0'
L=36.
4
7'
CL=3
5.
4
8'
CB=S
0
5
°
2
5'
3
7"
W
S29°
0
1'
2
3"
W
13.4
5'
C5.0UTILITY PLANPRELIMINARY
TEXAS ONE CALL
CONTRACTOR SHALL CALL 811
(DIGTESS) PRIOR TO
DISTURBANCE OF ANY ITEMS ON
SITE FOR UTILITY LOCATES
L E G E N D
DN
151' - 5"114' - 8 1/8"12' - 6 1/2"15' - 5 3/8"15' - 4 1/2"108' - 8 3/8"59' - 1 1/4"26' - 10 3/8"28' - 5 3/4"EAST ELEVATION:
NO REQUIRED HORIZONTAL ARTICULATION
SOUTH ELEVATION:
NO REQUIRED HORIZONTAL ARTICULATION
WEST ELEVATION:
NO REQUIRED HORIZONTAL ARTICULATION
NORTH ELEVATION:
H= 37' - 0" (SEE G105)
MVFL = 3(H) = 111' 0" MAX
MHFL = 96' 2 1/2" x 25% = 24' - 1" MIN
MVOL = 37' - 0" x 15% = 5' - 7" MIN
19' - 7 3/8"63' - 8 5/8"5' - 7"25'-6 3/4"
6'-7"
CITY CODE LEGEND
Facade Articulation: On all non-single family residential buildings,
all facades which are visible from SH 114, Carroll Avenue
between SH 114 and FM 1709, or FM 1709, the following
horizontal and vertical articulation must be met (see Exhibit 43-A
for clarification).
i. Horizontal Articulation: No building facade shall extend
greater than three (3) times the wall ’s height without
having
a minimum off-set of 15% of the wall ’s height, and such
offset shall continue for a minimum distance equal to at
least
25% of the maximum length of either adjacent plane.
ii. Vertical Articulation: No horizontal wall shall extend for a
distance greater than three (3) times the height of the wall
without changing height by a minimum of 15% of the wall ’s
height, and such height change shall continue for a
minimum distance equal to at least 25% of the maximum
length of either adjacent plane.
SOUTHLAKE MATERIAL REQUIREMENTS:
STATE HIGHWAY AND F.M. ROADS:
"...SHALL HAVE AT LEAST 80% OF ALL EXTERIOR
WALLS, EXCLUDING DOORS, CONSTRUCTED OF
MASONRY MATERIALS OR GLASS.
SCREENING HEIGHT TO MEET
SOUTHLAKE ORDINANCE NO. 480,
SECTION 43.9.c.1(c)
FRONTAGE RD
SH-114
Project Number
SHEETNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONDrawn
Checked
Approved
CENTER DESIGN, LLC.CENTER DESIGN, LLC.7/6/2026 3:13:52 PMAutodesk Docs://TELC-Southlake/TEXAS EYE - SOUTHLAKE_OPTION 3B.rvtDESIGN DEVELOPMENTTEXAS EYE & LASER CENTER - SOUTHLAKE • 25017G105
CITY CODE
25017TEXAS EYE & LASER CENTER -SOUTHLAKETEXAS EYE AND LASER CENTER245 W. SH 114SOUTHLAKE, TXKYLE KISER
PAUL LOWERS
PAUL LOWERS
1/16" = 1'-0"1First Floor Architectural Concept 3 Plan
△SUBMISSION DATE
3 SCHEMATIC-2 04.03.2026
4 P & Z 05.12.2026
5 DESIGN
DEVELOPMENT
06.12.2026
3/32" = 1'-0"2SOUTHLAKE - SIGHT LINE
ROOF PLAN GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
REFER TO THE PROJECT MANUAL FOR ROOF SYSTEM
REQUIREMENTS.
ALL EXPOSED VENT STACKS, EXHAUST LOUVERS, CAPS, DRAINS,
PANEL BOARDS, ETC. ARE TO BE PAINTED TO MATCH THE
ADJACENT MATERIALS U.N.O.
ROOF DRAINS AND DOWNSPOUTS TO TIE IN DIRECTLY TO
STORM WATER SYSTEM U.N.O.
COORDINATE DOWNSPOUT LOCATIONS WITH LANDSCAPING,
SIDEWALKS, AND OTHER SITE ELEMENTS.
REFER TO STRUCTURAL PLANS FOR ROOF FRAMING AND
SPECIFICATIONS.
TRUSS MANUFACTURER TO VERIFY PLATE AND TRUSS HEEL
HEIGHTS.
REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL FOR
LOCATIONS OF PIPING, CURBS, VENTS, DUCTS, FANS, AND
OTHER ITEMS ON THE ROOF SURFACE.
ALL ROOF FLASHING TO BE ACCORDING TO MANUFACTURER'S
RECOMMENDATIONS.
REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN SIZES.
OVERFLOW ROOF DRAIN INLETS SHALL BE 2" ABOVE THE
PRIMARY DRAIN INLETS.
CRICKETS & SADDLES - WHERE INDICATED PROVIDE TAPERED,
FACTORY-CUT, PRE PACKAGED ASSEMBLIES OF SAME MATERIAL
AS UNDERLYING INSULATION. PROVIDE SLOPES REQUIRED
LIMITING PONDING OF WATER.
REFERENCE 'A500 SERIES''A500 SERIES' FOR TYPICAL ROOF DETAILS.
ROOFING MATERIALS BOTH STORED AND IN PLACE SHALL HAVE
PROTECTION FROM WEATHER INCLUDING WIND AND
MOISTURE. PROVIDE CUT OFFS ETC AT THE END OF EACH DAYS
WORK. WET OR OTHERWISE COMPROMISED ROOF MATERIALS
SHALL BE REMOVED FROM THE SITE AND REPLACED AT
CONTRACTORS EXPENSE.
VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS OF ROOF
AREAS, LOCATIONS OF ROOFTOP EQUIPMENT, AND INCIDENTAL
ITEMS OF WORK. THE DRAWINGS ARE DIAGRAMMATIC AND
INDICTED DESIGN INTENT AND NOT EXACT QUANTITIES.
THE ABSENCE OF INCREMENTAL ITEMS OF WORK ON THE
CONTRACT DOCUMENTS DOES NOT ALLEVIATE THE
CONTRACTOR OF RESPONSIBILITY OF PROVIDING ALL WORK
REQUIRED TO PROPERLY ROOF, FLASH, AND MAKE
WATERPROOF ALL ITEMS THAT CAN BE REASONABLY INFERRED
AS BEING PART OF THE WORK.
1
A301
2
A301
2
A200
1
A200
2
A201
1
A201
15
15
12
12
11
11
9
9
5
5
3
3
A A
E E
G G
J J
L L1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"6
610
B B
LEVEL 3 ROOF DECK
ROOF DECK
58' - 9"
53' - 0"
53' - 0"
53' - 0"
MECHANICAL SCREENING - 10' HEIGHT12' - 4 3/4"TOP OFCANOPY
ROOF CANOPY
2ND FLOOR CANOPY
LEVEL 3 BALCONY
LEVEL 2 CANOPY
2ND FLOOR CANOPY
1
1
2
2
FF
D D
KK12'-4 3/4"1/4" / 1'-0"1/4" / 1'-0"
13
14
141/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"13'-8 3/8"
1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"28'-6 3/8"1/4" / 1'-0"1/4" / 1'-0"
H H
C C
7
7
4
4
8
8
13.
13.5'-7"7'-5 1/2"14'-11 1/2"18'-3"4'-5"5'-3"6 3/4"18'-4 3/4"8'-9 1/2"27'-8"111'-4"148'-7"
10'-9 3/4"10'-11 1/4"3'-10"2'-6"4'-11"10'-7"27'-0"26'-11"25'-7"16'-4"9'-2"111'-4"5'-7"7'-5 1/2"14'-11 1/2"18'-3"4'-5"5'-3"6 3/4"18'-4 3/4"8'-9 1/2"27'-8"30.44°
33'-2 1/4"10'-9 3/4"10'-11 1/4"3'-10"2'-6"4'-11"10'-7"11'-3"15'-9"26'-11"25'-7"16'-4"9'-2"
181'-9 1/4"
4'8'16'0
2"0
1/8" = 1'-0"
N
Project Number
SHEETNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONDrawn
Checked
Approved
CENTER DESIGN, LLC.CENTER DESIGN, LLC.7/6/2026 3:13:46 PMAutodesk Docs://TELC-Southlake/TEXAS EYE - SOUTHLAKE_OPTION 3B.rvtDESIGN DEVELOPMENTTEXAS EYE & LASER CENTER - SOUTHLAKE • 25017A104
OVERALL ROOF
PLAN
25017TEXAS EYE & LASER CENTER -SOUTHLAKETEXAS EYE AND LASER CENTER245 W. SH 114SOUTHLAKE, TXKYLE KISER
PAUL LOWERS
PAUL LOWERS
1/8" = 1'-0"1ROOF PLAN
△SUBMISSION DATE
1 CONCEPTUAL 12.30.2025
3 SCHEMATIC-2 04.03.2026
5 DESIGN
DEVELOPMENT
06.12.2026
TEXAS EYE & LASER CENTER CLINIC AND AMBULATORY SURGERY CENTER IS A THREE-
STORY NEW CONSTRUCTION BUILDING IN SOUTHLAKE, TEXAS. THIS PROJECT WILL
CONSIST OF: 11,000 CLINIC WITH 2,600 SF DOUBLE HEIGHT LOBBY/WAITING, 11,700 SF
AMBULATORY SURGERY CENTER WITH WAITING, ADMIN, OPERATING ROOMS, PREP /
RECOVERY BAYS, AND SUPPORT SPACES, AND A THIRD FLOOR SHELL SPACE
APPROXIMATELY 7,700 SF = 33,082 USF
PROJECT DESCRIPTION
PROJECT LOCATION
OCCUPANCY CLASSIFICATION
245 W. SH 114
SOUTHLAKE, TX; 76092
2021 IBC GROUP B (BUSINESS) SECTION 304
CONSTRUCTION TYPE
TYPE II-B, S1 (FULLY SPRINKLERED IN ACCORDANCE WITH SECTION 903.1.1 (2021 IBC))
EGRESS/ EXIT REQUIREMENTS
COMMON PATH OF TRAVEL:COMMON PATH OF TRAVEL:
THE BUSINESS OCCUPANCY BUILDING IS ALLOWED 100' MAXIMUM COMMON PATH OF
TRAVEL DISTANCE
TRAVEL DISTANCE: TRAVEL DISTANCE:
THE BUSINESS OCCUPANCY BUILDING IS ALLOWED 300' MAXIMUM TRAVEL DISTANCE
DEAD END CORRIDOR:DEAD END CORRIDOR:
THE BUSINESS OCCUPANCY IS ALLOWED 50' MAXIMUM DEAD END CORRIDOR LENGTH
HORIZONTAL EXITS:HORIZONTAL EXITS:
NOT APPLICABLE
FIRE RESISTANCE RATING REQUIREMENTS
NON-BEARING WALLS AND PARTITIONS
EXTERIOR: 0 HRS
INTERIOR: 0 HRS
BEARING WALLS AND PARTITIONS
EXTERIOR: 0 HRS
INTERIOR: 0 HRS
FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 HRS
ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 HRS
STRUCTURAL FRAME - SUPPORTING ROOF ONLY: 0 HRS
MAXIMUM ALLOWABLE BUILDING HEIGHT AND BUILDING AREA
GROUP B - 2021 IBCGROUP B - 2021 IBC ALLOWABLEALLOWABLE PROVIDEDPROVIDED
BUILDING HEIGHT:BUILDING HEIGHT:
NEW CONSTRUCTION 75' ABOVE GRADE PLANE 37'-0" to FRONT FACADE PARAPET
55'-6" TO ROOF PARAPET
STORIES:STORIES:
NEW CONSTRUCTION (B)4 STORIES 3 STORY
BUILDING AREA (SF)BUILDING AREA (SF)
NEW CONSTRUCTION (B)92,000 (W/ SPRINKLER INCREASE)33,082 USF
35,400 GSF
OCCUPANCY SEPARATION NONE REQUIRED
DESIGN OCCUPANT LOAD
2021 IBC GROUP B (BUSINESS)350 OCCUPANTS
(REFERENCE SHEET G101 - CODE COMPLIANCE FOR OCCUPANT LOAD CALCULATIONS)
ARRANGEMENT AND NUMBER OF EXITS
REQUIRED NUMBER:
EVERY FLOOR WHICH HAS AN OCCUPANT LOAD OF 1-500 SHALL HAVE 2 EXITS.
SPECIAL DETAILED REQUIREMENTS BASED ON USE AND
OCCUPANCY
AMBULATORY CARE FACILITIES (SECTION 422):AMBULATORY CARE FACILITIES (SECTION 422):
- NOT APPLICABLE: LESS THAN FOUR PATIENTS INCAPABLE OF SELF-PRESERVATION IS
EXPECTED.
PROJECT INFORMATIONTHE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZEA
B
C
D
E
123 4 5 6
VICINITY MAP
AREA MAP
Project Number
SHEET
Drawn
Checked
Approved
CENTER DESIGN, LLC.4/29/2026 6:42:40 PMP & Z
P & Z
TEXAS EYE & LASER CENTER - SOUTHLAKE
G000
COVER
25017
Author
Checker
ApproverTEXAS EYE & LASER CENTER -SOUTHLAKETEXAS EYE AND LASER CENTER245 W. SH 114SOUTHLAKE, TX2001 N Lamar St, Suite 290
Dallas, TX 75202
972.839.9550
CENTER DESIGN, LLC
05.12.2026
CENTER DESIGN PROJECT #: 25017
ISSUANCE
△SUBMISSION DATE
1 CONCEPTUAL 12.30.2025
3 SCHEMATIC-2 04.03.2026
4 P & Z 05.12.2026
DN
150' - 4 1/2"113' - 11"10' - 6 1/2"17' - 4 1/4"14' - 10 3/4"108' - 1 3/8"59' - 0 1/8"17' - 9 1/4"9' - 2 3/8"27' - 11 1/4"EAST ELEVATION:
NO REQUIRED HORIZONTAL ARTICULATION
SOUTH ELEVATION:
NO REQUIRED HORIZONTAL ARTICULATION
WEST ELEVATION:
NO REQUIRED HORIZONTAL ARTICULATION MHOL5' - 7"28' - 1 1/2"
MHFL
26' - 3 1/2"
MVFL / MHFL
96' - 2 1/2"
NORTH ELEVATION:
H= 37' - 0" (SEE G105)
MVFL = 3(H) = 111' 0" MAX
MHFL = 96' 2 1/2" x 25% = 24' - 1" MIN
MVOL = 37' - 0" x 15% = 5' - 7" MIN
30' - 10 3/8"20' - 8 1/4"62' - 8 1/2"CITY CODE LEGEND
Facade Articulation: On all non-single family residential buildings,
all facades which are visible from SH 114, Carroll Avenue
between SH 114 and FM 1709, or FM 1709, the following
horizontal and vertical articulation must be met (see Exhibit 43-A
for clarification).
i. Horizontal Articulation: No building facade shall extend
greater than three (3) times the wall ’s height without
having
a minimum off-set of 15% of the wall ’s height, and such
offset shall continue for a minimum distance equal to at
least
25% of the maximum length of either adjacent plane.
ii. Vertical Articulation: No horizontal wall shall extend for a
distance greater than three (3) times the height of the wall
without changing height by a minimum of 15% of the wall ’s
height, and such height change shall continue for a
minimum distance equal to at least 25% of the maximum
length of either adjacent plane.
SOUTHLAKE MATERIAL REQUIREMENTS:
STATE HIGHWAY AND F.M. ROADS:
"...SHALL HAVE AT LEAST 80% OF ALL EXTERIOR
WALLS, EXCLUDING DOORS, CONSTRUCTED OF
MASONRY MATERIALS OR GLASS.
Project Number
SHEETNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONDrawn
Checked
Approved
CENTER DESIGN, LLC.CENTER DESIGN, LLC.4/29/2026 6:42:40 PMAutodesk Docs://TELC-Southlake/TEXAS EYE - SOUTHLAKE_OPTION 3B.rvtP & ZTEXAS EYE & LASER CENTER - SOUTHLAKE • 25017G104
CITY CODE
25017TEXAS EYE & LASER CENTER -SOUTHLAKETEXAS EYE AND LASER CENTER245 W. SH 114SOUTHLAKE, TXAuthor
Checker
Approver
△SUBMISSION DATE
1 CONCEPTUAL 12.30.2025
3 SCHEMATIC-2 04.03.2026
4 P & Z 05.12.2026
1/16" = 1'-0"1First Floor Architectural Concept 3 Plan
STONE
METAL PANEL
GLASS
TOTAL FACADE =
4,589
277
1,325
6,191 SF
REQUIRED STONE + GLASS = 6,191 x 80% = 4,953 SF
PROVIDED STONE + GLASS = 4,589 + 1,325 = 5,914 SF
H= 37' - 0"AVERAGE GRADE PLANE55' - 6"STONE
GLASS
METAL PANEL
TOTAL FACADE =
3,452
4,727
580
8,759 SF
REQUIRED STONE + GLASS = 8,759 x 80% = 7,007 SF
PROVIDED STONE + GLASS = 3,452 + 4,727 = 8,179 SF
H= 37' - 0"NORTH ELEVATION:
H= 37' - 0"
MVFL = 3(H) = 111' 0" MAX
96' 2 1/2" x 25% = 24' - 1" MIN
MVOL = 37' - 0" x 15% = 5' - 7" MIN
WALL HEIGHT DETERMINED BY THE FINISH
FLOOR TO THE TOP OF THE PARAPET TO THE
1ST FACADE
150' - 8"
28' - 2"26' - 3 1/2"96' - 2 1/2"
AVERAGE GRADE PLANE
MECHANICAL EQUIPMENT SHALL BE FULLY
SCREENED FROM VIEW FROM THE PUBLIC RIGHT
OF WAY VIA ROOF PARAPET. CURB HEIGHTS /
LAYOUTS / HEIGHTS SHALL BE COORDINATED TO
REMAIN BELOW THE SCREENING LINE.
CITY CODE LEGEND
Facade Articulation: On all non-single family residential buildings,
all facades which are visible from SH 114, Carroll Avenue
between SH 114 and FM 1709, or FM 1709, the following
horizontal and vertical articulation must be met (see Exhibit 43-A
for clarification).
i. Horizontal Articulation: No building facade shall extend
greater than three (3) times the wall ’s height without
having
a minimum off-set of 15% of the wall ’s height, and such
offset shall continue for a minimum distance equal to at
least
25% of the maximum length of either adjacent plane.
ii. Vertical Articulation: No horizontal wall shall extend for a
distance greater than three (3) times the height of the wall
without changing height by a minimum of 15% of the wall ’s
height, and such height change shall continue for a
minimum distance equal to at least 25% of the maximum
length of either adjacent plane.
SOUTHLAKE MATERIAL REQUIREMENTS:
STATE HIGHWAY AND F.M. ROADS:
"...SHALL HAVE AT LEAST 80% OF ALL EXTERIOR
WALLS, EXCLUDING DOORS, CONSTRUCTED OF
MASONRY MATERIALS OR GLASS.
CITY CODE MATERIALS
PANELIZED STONE
GLAZING - CURTAINWALL / STOREFRONT
ALUMINUM - METAL PANEL
Project Number
SHEETNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONDrawn
Checked
Approved
CENTER DESIGN, LLC.CENTER DESIGN, LLC.4/29/2026 6:42:44 PMAutodesk Docs://TELC-Southlake/TEXAS EYE - SOUTHLAKE_OPTION 3B.rvtP & ZTEXAS EYE & LASER CENTER - SOUTHLAKE • 25017G105
CITY CODE
25017TEXAS EYE & LASER CENTER -SOUTHLAKETEXAS EYE AND LASER CENTER245 W. SH 114SOUTHLAKE, TXAuthor
Checker
Approver
1/8" = 1'-0"1MATERIAL ELEVATION - EAST
△SUBMISSION DATE
1 CONCEPTUAL 12.30.2025
3 SCHEMATIC-2 04.03.2026
4 P & Z 05.12.2026
1/8" = 1'-0"2MATERIAL ELEVATION - NORTH
STONE
METAL PANEL
GLASS
TOTAL FACADE=
6,817
515
1,233
8,565
REQUIRED STONE + GLASS = 8,565 x 80% = 6,852 SF
PROVIDED STONE + GLASS = 6,817 + 1,233 = 8,050 SF
H= 37' - 0"AVERAGE GRADE PLANE
STONE
METAL PANEL
GLASS
TOTAL FACADE =
3,651
398
1,428
5,477 SF
REQUIRED STONE + GLASS = 5,477 x 80% = 4,382 SF
PROVIDED STONE + GLASS = 3,651 + 1,428 = 5,079 SF
H= 37' - 0"AVERAGE GRADE PLANE
CITY CODE LEGEND
Facade Articulation: On all non-single family residential buildings,
all facades which are visible from SH 114, Carroll Avenue
between SH 114 and FM 1709, or FM 1709, the following
horizontal and vertical articulation must be met (see Exhibit 43-A
for clarification).
i. Horizontal Articulation: No building facade shall extend
greater than three (3) times the wall ’s height without
having
a minimum off-set of 15% of the wall ’s height, and such
offset shall continue for a minimum distance equal to at
least
25% of the maximum length of either adjacent plane.
ii. Vertical Articulation: No horizontal wall shall extend for a
distance greater than three (3) times the height of the wall
without changing height by a minimum of 15% of the wall ’s
height, and such height change shall continue for a
minimum distance equal to at least 25% of the maximum
length of either adjacent plane.
SOUTHLAKE MATERIAL REQUIREMENTS:
STATE HIGHWAY AND F.M. ROADS:
"...SHALL HAVE AT LEAST 80% OF ALL EXTERIOR
WALLS, EXCLUDING DOORS, CONSTRUCTED OF
MASONRY MATERIALS OR GLASS.
CITY CODE MATERIALS
PANELIZED STONE
GLAZING - CURTAINWALL / STOREFRONT
ALUMINUM - METAL PANEL
Project Number
SHEETNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONDrawn
Checked
Approved
CENTER DESIGN, LLC.CENTER DESIGN, LLC.4/29/2026 6:42:49 PMAutodesk Docs://TELC-Southlake/TEXAS EYE - SOUTHLAKE_OPTION 3B.rvtP & ZTEXAS EYE & LASER CENTER - SOUTHLAKE • 25017G106
CITY CODE
25017TEXAS EYE & LASER CENTER -SOUTHLAKETEXAS EYE AND LASER CENTER245 W. SH 114SOUTHLAKE, TXAuthor
Checker
Approver
△SUBMISSION DATE
1 CONCEPTUAL 12.30.2025
3 SCHEMATIC-2 04.03.2026
4 P & Z 05.12.2026
1/8" = 1'-0"1MATERIAL ELEVATION - SOUTH
1/8" = 1'-0"2MATERIAL ELEVATION - WEST
MATERIAL SCHEDULE
COLOR / FINISH STYLE REMARKS
MIDNIGHT BRONZE CENTRIA - FORMAWALL GRAPHIX SERIES
LONGBOARD TONGUE & GROOVE ALUMINUM
WHITE --
ARCHITECT: TBD --
ARCHITECT: TBD -
MATERIAL NAME
ALUMINUM
ALUMINUM
PVC ROOFING MEMBRANE
SCREENING
20mm PANELIZED STONE RAINSCREEN
TAG
AL-1
AL-2
R-1
SC-1
ST-1
CW-1 CURTAINWALL 1600 WALL SYSTEMSTANDARD PERMAFLUOR COLOR
DARK ANTIQUE OAK
KAWNEER SSG, 4 SIDED BUTT GLAZED WITH COSENTINO - DEKTON DKCW 12MM INFILL PANELS (SEE ELEVATIONS)
6" V-GROOVE (WOOD-LOOK SOFFIT)
ARCHITECT: TBD -ST-2
ARCHITECT: TBD -ST-3
ARCHITECT: TBD -ST-4
COSENTINO - DEKTON VENTILATED FACADES
COSENTINO - DEKTON VENTILATED FACADES
COSENTINO - DEKTON VENTILATED FACADES
COSENTINO - DEKTON VENTILATED FACADES
20mm PANELIZED STONE RAINSCREEN
20mm PANELIZED STONE RAINSCREEN
20mm PANELIZED STONE RAINSCREEN
LEVEL 1
0' - 0"
LEVEL 3
33' - 0"
LEVEL 2
15' - 0"
1
A310
2
A310
2
A301
754 3 1.1 16
15' - 0"18' - 0"15' - 0"12' - 0"ST-1
21' - 9 1/2"21' - 9 1/2"27' - 0"26' - 11"25' - 7"25' - 6"33' - 0"3
A310
CW-1
CW-1
42" GLASS GUARDRAIL
AL-2 SOFFIT
ST-4
ST-3
ST-3
AL-2 SOFFIT
AL-1
STOREFRONTCW-1ST-1LED STRIP ST-2
ROOF
48' - 0"
T.O.P.
60' - 0"15' - 0"LEVEL 01
0' - 0"48' - 0"23.1
34' - 6"0.5
42" GLASS GUARDRAIL
ST-2
ST-1
ST-1
55' - 6"63' - 6"LEVEL 1
0' - 0"
LEVEL 3
33' - 0"
LEVEL 2
15' - 0"
1
A301
ABCDE
12' - 0"15' - 0"18' - 0"15' - 0"ST-2
42" GLASS GUARDRAIL
STOREFRONT
ST-4
ST-3
ST-3
AL-2; WOOD LOOK SOFFIT
STOREFRONT
AL-1
STOREFRONT
ST-1
42" GLASS GUARDRAIL STOREFRONT
ST-4
ST-1
STOREFRONT
AL-1
ST-2
LED STRIP LIGHTING UNDER SOFFIT
ST-3 60' - 0"ROOF
48' - 0"
T.O.P.
60' - 0"
LEVEL 01
0' - 0"
ST-1
STOREFRONT
A.1B.1
42" GLASS GUARDRAIL
ST-3
STONE 1
STONE 2
STONE 3
STONE 4
GLASS 1
GLASS - SPANDREL
ALUMINUM
MATERIAL LEGEND
Project Number
SHEETNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONDrawn
Checked
Approved
CENTER DESIGN, LLC.CENTER DESIGN, LLC.4/29/2026 6:44:31 PMAutodesk Docs://TELC-Southlake/TEXAS EYE - SOUTHLAKE_OPTION 3B.rvtP & ZTEXAS EYE & LASER CENTER - SOUTHLAKE • 25017A200
ELEVATIONS
25017TEXAS EYE & LASER CENTER -SOUTHLAKETEXAS EYE AND LASER CENTER245 W. SH 114SOUTHLAKE, TXAuthor
Checker
Approver
△SUBMISSION DATE
1 CONCEPTUAL 12.30.2025
3 SCHEMATIC-2 04.03.2026
4 P & Z 05.12.2026
1/8" = 1'-0"1BUILDING ELEVATION - NORTH
1/8" = 1'-0"2BUILDING ELEVATION - EAST
MATERIAL SCHEDULE
COLOR / FINISH STYLE REMARKS
MIDNIGHT BRONZE CENTRIA - FORMAWALL GRAPHIX SERIES
LONGBOARD TONGUE & GROOVE ALUMINUM
WHITE --
ARCHITECT: TBD --
ARCHITECT: TBD -
MATERIAL NAME
ALUMINUM
ALUMINUM
PVC ROOFING MEMBRANE
SCREENING
20mm PANELIZED STONE RAINSCREEN
TAG
AL-1
AL-2
R-1
SC-1
ST-1
CW-1 CURTAINWALL 1600 WALL SYSTEMSTANDARD PERMAFLUOR COLOR
DARK ANTIQUE OAK
KAWNEER SSG, 4 SIDED BUTT GLAZED WITH COSENTINO - DEKTON DKCW 12MM INFILL PANELS (SEE ELEVATIONS)
6" V-GROOVE (WOOD-LOOK SOFFIT)
ARCHITECT: TBD -ST-2
ARCHITECT: TBD -ST-3
ARCHITECT: TBD -ST-4
COSENTINO - DEKTON VENTILATED FACADES
COSENTINO - DEKTON VENTILATED FACADES
COSENTINO - DEKTON VENTILATED FACADES
COSENTINO - DEKTON VENTILATED FACADES
20mm PANELIZED STONE RAINSCREEN
20mm PANELIZED STONE RAINSCREEN
20mm PANELIZED STONE RAINSCREEN
LEVEL 1
0' - 0"
LEVEL 3
33' - 0"
LEVEL 2
15' - 0"
1
A301
ABCD E
18' - 0"15' - 0"61' - 0"STOREFRONT
STOREFRONT
STOREFRONT
ST-2
ST-1
ALUM-1
ALUMINUM SOFFIT
ST-3
ALUM - 1
ALUMINUM SOFFIT
LED LIGHTINGUNDER
CANOPY
ST-4
ST-1
CW-1
CW-1 33' - 0"ST-3
ST-2
ST-4
ROOF
48' - 0"
T.O.P.
60' - 0"
LEVEL 01
0' - 0"
A.1B.1
LEVEL 1
0' - 0"
LEVEL 3
33' - 0"
LEVEL 2
15' - 0"
1
A310
2
A310
2
A301
75431.11 6
12' - 0"15' - 0"18' - 0"15' - 0"LED STRIP UNDER
CANOPY
3
A310
ST-3
ALUM-1
ALUM-1
ST-1ALUMINUM SOFFIT
CW-1STOREFRONT
ST-3
STOREFRONT
ST-2
ST-3
STOREFRONT
ST-4
ALUM-1
ST-3
33' - 0"ST-1
ST-2
ROOF
48' - 0"
T.O.P.
60' - 0"
23.1
60' - 0"0.5
ST-3
STONE 1
STONE 2
STONE 3
STONE 4
GLASS 1
GLASS - SPANDREL
ALUMINUM
MATERIAL LEGEND
Project Number
SHEETNOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTIONDrawn
Checked
Approved
CENTER DESIGN, LLC.CENTER DESIGN, LLC.4/29/2026 6:46:49 PMAutodesk Docs://TELC-Southlake/TEXAS EYE - SOUTHLAKE_OPTION 3B.rvtP & ZTEXAS EYE & LASER CENTER - SOUTHLAKE • 25017A201
ELEVATIONS
25017TEXAS EYE & LASER CENTER -SOUTHLAKETEXAS EYE AND LASER CENTER245 W. SH 114SOUTHLAKE, TXAuthor
Checker
Approver
△SUBMISSION DATE
1 CONCEPTUAL 12.30.2025
3 SCHEMATIC-2 04.03.2026
4 P & Z 05.12.2026
1/8" = 1'-0"2BUILDING ELEVATION - WEST
1/8" = 1'-0"1BUILDING ELEVATION - SOUTH