Item 15 - PlansS
.
N
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N
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7
0
'
R
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.
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H
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A
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VAR
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B
L
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W
I
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.
O
.
W
.
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
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Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
PROPOSED LOT 1
GMi HEADQUARTERS
57,500 SF INDUSTRIAL
22,500 SF OFFICE (2-STORY)
7.11 AC
FFE = 678.00
195 PARKING SPACES PROVIDED
(6 ADA SPACES)
PHASE 2
LOT 2
PROPOSED DEVELOPMENT
17,040 SF BUILDING
1.19 AC
FFE = 671.00
R30'
R3
0
'
R
3
0
'
R3
0
'
R30
'
PHASE 2
LOT 3
PROPOSED DEVELOPMENT
17,040 SF BUILDING
1.64 AC
FFE = 670.50
PHASE 2
LOT 4
PROPOSED DEVELOPMENT
24,700 SF BUILDING
2.91 AC
FFE = 668.00
26' FL
3
0
'
13.16 AC (TOTAL)
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
EX. ZONING = AG
PROPOSED ZONING = SP-2
L.U.D. = MIXED USE
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.
EX. ZONING: SF1-A
L.U.D.: LOW DENSITY RESIDENTIAL
OWNER: HARMAN COURTNEY J
LOT 2-R2, BLOCK 3
CORNERSTONE BUSINESS PARK
DOC. No. D215014058 P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
OWNER: SILICON TEXAS PROPERTIES LLC
LOT 2-R3, BLOCK 3
CORNERSTONE BUSINESS PARK
DOC. No. D215014058 P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
OWNER: CCW-516 SILICON LLC
LOT 2-R1, BLOCK 3
CORNERSTONE BUSINESS PARK
DOC. No. D215014058 P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
OWNER: FATCAT LLC
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
OWNER: LIMC REAL ESTATE LLC
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110 P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
LOT 1 BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: MIXED USE
OWNER: MPA SOUTHLAKE MOB LLC
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110 P.R.T.C.T.
EX. ZONING: SP2
L.U.D.: OFFICE COMMERCIAL
OWNER: HARBOR TOWN PARTNERS LP
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
EX. ZONING: SP1
L.U.D.: OFFICE COMMERCIAL
OWNER: CAVU EQUITY GROUP LLC
30'
F
L
1
0
'
-
D
B
U
F
F
E
R
Y
A
R
D
10' LANDSCAPE SETBACK
±
1
4
5
.
9
'
T
O
I
N
T
E
R
S
E
C
T
I
O
N
CROSS ACCESS DRIVE
TO VILLAGE CENTER
TO BE CONSTRUCTED
IN PHASE 1
PHASE 1
P
R
O
P
.
2
4
'
A
C
C
E
S
S
E
A
S
E
M
E
N
T
PROP. 30' ACCESS EASEMENT
LOA
D
I
N
G
LOADING
75'
1
0
'
PROP. GRATE INLET
PROP. GRATE INLET
PROP. SSWR
MANHOLE
PROP. SSWR MANHOLE
PROP. SSWR MANHOLE
PROP. STORM MANHOLE
R30'
1
PROP. RETAINING
WALL
PROP. VAR. HEIGHT
RETAINING WALL
T/ET/E
R30'
R
3
0
'
R
5
4
'
PROP. FH
PROP. WATER
METER
PROP. FH
EX. SSWR
MANHOLE
EX. SSWR MH
EX. PP
PROP. WATER METER
PROP. GRATE INLET
PROP. GRATE INLET
R10'
R
1
0
'
5.13'
18'24'18'
2
0
'
59.6
5
'
STACKING DEPTH
INSUFFICIENT,
VARIANCE REQUESTED
CENTERLINE SPACING
INSUFFICIENT,
VARIANCE REQUESTED
±
1
9
3
.
7
'
T
O
D
R
I
V
E
W
A
Y
DRIVEWAY SPACING
INSUFFICENT,
VARIANCE REQUESTED
E
X
.
C
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N
C
R
E
T
E
D
R
I
V
E
(
M
I
X
E
D
U
S
E
)
±
3
2
1
.
3
9
'
T
O
D
R
I
V
E
W
A
Y
EX. CONCRETE DRIVE
(VACANT LOT)
8.62'18'24'
18'
PROP. VAR. HEIGHT
RETAINING WALL
PROP. VAR. HEIGHT
RETAINING WALL
EXISTING PUBLIC
SIDEWALK
30' BUILDING SETBACK
10'-F1 BUFFERYARD
10' WIDE ROW
DEDICATION
PROP. 6' PUBLIC SIDEWALK
(PHASE 2)
P
H
A
S
E
2
P
H
A
S
E
1
PHASE 2
PHASE 1
P
H
A
S
E
1
P
H
A
S
E
2
ACCESS DRIVE TO S NOLAN
DRIVE TO BE CONSTRUCTED
IN PHASE 1 (SEE CITY
PROJECT NO.
30' BUILDING SETBACK
10'-D BUFFERYARD
(20' PROVIDED)
8' WOOD SCREENING FENCE
R30'
R3
0
'
R3
0
'
R
3
0
'
54'1
8
'
PROP.
FH
SSWR MH
SSWR MH
2
0
'
PROP. 5' PUBLIC SIDEWALK
(PHASE 1)
PROP. 5' PUBLIC
SIDEWALK
(PHASE 1)
6
7
.
2
9
'
42.65'
1
2
.
7
9
'
1
3
.
7
9
'
8
6
.
8
1
'
105
.
6
1
'
PROP. GRATE INLET
5
9
.
1
'
1
3
4
.
0
4
'
SSWR MH
10 10
10 8
10 8
10 2
7
11
7
10
11
10 5
2 4 10 11 9
6 6
3
11
6
10
10
10
10
10
3
2
PROP. GRATE INLET
PROP. CURB
INLET
8
6
.
9
8
'
38.2'
42.83'
1
2
.
7
9
'
1
3
.
7
9
'
42.85'77.35'
77.3'
9.39'
77.63'
1
2
1
.
3
8
'
8
5
.
8
'
1
1
8
.
2
1
'
54'
5.62'
PROP. WATER METERS
R
1
0
'
2
2
2
2
2
3
3
3
3
3
3
4
4
4
4
4
4
4
4
5 TYP.
5TYP.
5TYP.
6
6
6
6
6
6
7
7
7
7
7
8 TYP.
8 TYP.
7 8
7
8 7
8 9
9
9
9
9
9
9
9
9
9
PRO
P
.
U
N
D
E
R
G
R
O
U
N
D
STO
R
A
G
E
A
R
E
A
PROP. DETENTION
AREA EASEMENT 30'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
30'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
PROP. PEDESTRIAN
ACCESS EASEMENT
PROP. PEDESTRIAN
ACCESS EASEMENT
PROP. PEDESTRIAN
ACCESS EASEMENT
LEGEND
LIGHT DUTY CONCRETE PAVEMENT
MEDIUM DUTY CONCRETE PAVEMENT
DUMPSTER AREA CONCRETE PAVEMENT
PROPOSED CONCRETE SIDEWALK
BUFFERYARD
LANDSCAPE AREA
PUBLIC CONCRETE SIDEWALK
PROPOSED CONCRETE CURB AND GUTTER
PARKING COUNT
FULL-DEPTH SAWCUT
PROPOSED FIRE LANE STRIPPING
PROPOSED PHASING LINE
SITE
SI
T
E
P
L
A
N
SP-1COUNTYSURVEY:ABSTRACT NO.
TARRANT EASTER 474
CITY:STATE:
SOUTHLAKE TEXAS
LEGAL DESCRIPTION:
OWNER:
APPLICANT:
CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DRIVE, SUITE #406
BEDFORD, TX 76021
PH: 817.281.0572
ZADA M WHITE ESTATE TRUST
425 RIDGE ROAD
GRAPEVINE, TX 76051
CONTACT NAME: CLAY CRISTY
EASTER, THOMAS SURVEY ABSTRACT 474
TRACT 11E AG
VICINITY MAP
N.T.S.
NOTES:
1.ALL DIMENSIONS ARE TO FACE OF CURB
UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL PLANS FOR
BUILDING DIMENSIONS AND EXACT DOOR
LOCATIONS.
3.REFER TO ARCHITECTURAL PLANS FOR
FENCE AND GATE DETAILS.
4.REFER TO ARCHITECTURAL PLANS FOR
PROPOSED LIGHTING AND PHOTOMETRICS
CONSTRUCTION SCHEDULE
SAW CUT FULL DEPTH EXISTING PAVEMENT
4" PARKING STALL STRIPING COLOR: WHITE (TYP)
CURB & GUTTER
PROPOSED PEDESTRIAN RAMP
HANDICAP SYMBOL
PAVEMENT STRIPING
HANDICAP SIGN
CURB STOP PER DETAIL
PROPOSED SIDEWALK
1
2
3
4
5
6
7
8
9
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH
AND 11' EAST OF THE NORTH EAST PROPERTY
CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH
AND 87' EAST OF THE SOUTH EAST PROPERTY
CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
N
FM 1709 - SOUTHLAKE BLVD
S.
K
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CITY CASE NO. ZA21-0018
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
SUMMARY CHART - BUFFERYARDS
LOCATION REQUIRED /
PROVIDED LENGTH BUFFERYARD
WIDTH - TYPE
CANOPY
TREES
ACCENT
TREES SHRUBS FENCE /
SCREENING
NORTH REQUIRED
PROVIDED
EAST 1 235.37'10' - D N/A
N/A
EAST 2 REQUIRED 682.02'10' - D 28 35 123
PROVIDED 28 35 137
WEST REQUIRED N/A N/A
PROVIDED N/A
235.37'10' - D
682.02'10' - D
N/A
10 12 43
10 12 43
REQUIRED
PROVIDED
470.19'
470.19'
10' - F1 F1 - FENCE
F1 - FENCE10' - F1
15 29 38
15 29 38
N/A
N/A
N/A
N/A
N/A N/A N/A
N/AN/AN/A
PRELIMINARY
CLAYMOORE ENGINEERING
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
3/18/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
GM
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TEXAS FIRM #14199
File No:ZA21-0018
LANDSCAPE CALCULATIONS
Building Floor Area 58,780 SF
City of Southlake, Texas
11,756 SF
47,668 SF
Parking Lot Landscape PROVIDEDREQUIRED
34%
parking between bldg. and R.O.W.258 spaces 5,160 sf 13,344 sf
81%
SUMMARY CHART - INTERIOR LANDSCAPE
Required
or
Provided
Landscape
Area (Sq.
ft.)
% of area in
front or side
Canopy
Trees
Accent
Trees
Shrubs Ground
Cover (Sq.
Ft.)
Seasonal Color
Required
Provided
75%24 48 294
1,848 SF
1,764 SF
236 SF
236 SF
87 spaces
38 48 311
258 x 20 SF = 5,160
5 gal.
Proposed Zoning B-2
1 per 500 1 per 250 1 per 40 15%2%
GMI Development Phase 2
#
S
.
N
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6
2
9
1
6
2
9
0
6
2
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9
6
2
9
2
6
2
9
3
6
2
9
4
9
1
0
0
9
1
0
3
9
0
9
8
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0
1
9
0
9
9
9
1
0
2
9
1
0
9
9
1
0
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9
1
0
8
9
1
1
1
9
2
3
8
6
8
1
3
9
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3
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9
2
4
0
9
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9
2
4
2
9
2
3
7
9
2
3
6
6
2
9
5
6
2
9
9
6
2
9
7
6
2
9
6
6
4
0
1
6
3
0
0
6
2
9
8
6
4
0
2
6
4
0
3
9
1
2
4
9
1
2
3
9
1
0
5
9
1
0
6
9
1
2
2
9
1
2
1
9
1
1
8
6
4
4
6
4
0
5
6
4
0
6
6
4
0
7
6
4
0
8
6
8
2
6
9
0
0
6
9
0
6
4
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9
1
2
5
9
1
6
3
9
1
6
2
9
1
6
4
9
1
6
1
9
1
7
7
9
2
4
3
9
2
4
4
9
2
4
6
9
2
5
6
9
2
6
0
9
2
6
1
9
2
6
3
9
2
6
4
9
1
1
2
9
0
9
5
9
0
9
6
9
0
9
2
9
0
9
3
9
0
9
4
9
1
8
3
9
1
8
4
9
1
8
2
9
1
8
6
9
1
8
5
9
0
9
1
9
0
9
0
9
1
2
8
9
1
2
9
9
1
5
2
9
1
3
6
9
1
3
5
9
1
3
7
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1
3
4
9
1
3
3
9
1
3
1
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1
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9
1
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4
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9
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1
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1
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1
9
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9
1
4
8
9
1
4
5
9
1
4
9
9
1
8
8
9
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1
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8
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6
6
8
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8
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8
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8
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9
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9
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2
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GENERALA.QUALIFICATIONS OF LANDSCAPE CONTRACTOR1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRMSPECIALIZING IN LANDSCAPE PLANTING.2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BEREQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATEISSUED BY THE TEXAS DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER ACOMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY EITHER THE TEXAS DEPARTMENTOF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD.B. SCOPE OF WORK1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALLMATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THATARE 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, CODESAND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK,INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCALAUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUNDUTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.)PRIOR TO THE START OF ANY WORK.PRODUCTSA. ALL MANUFACTURED PRODUCTS SHALL BE NEW.B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS:1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDEWELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS,EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, ANDDISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BEOF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCESWITHIN 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 ANYOTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS).3. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BEIMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLEPLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTSAPPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BEACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TOTHE ACCEPTABILITY OF PLANT MATERIAL.4. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITHCENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNEALL 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 INCALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOURINCHES IN CALIPER.6. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROMTHE 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 CUTFROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALLBE 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 MAXIMUMPERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED ASINDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THESUPPLIER INDICATING THE COMPOSITION OF THE SEED.E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGNMATTER, PLANTS, ROOTS, AND SEEDS.F. COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCHSIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERTCONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE ORANIMAL-BASED PRODUCTS SHALL BE USED.G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, ANDOTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOILREPORT FROM A QUALIFIED SOIL-TESTING AGENCY (SEE BELOW).H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS ANDSUITABLE AS A TOP DRESSING OF TREES AND SHRUBS.I. WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPEFABRIC (OR APPROVED EQUAL).J. TREE STAKING AND GUYING1. 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, WITHGROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE.M. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORYPAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVEDEQUAL.N. PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THATIS 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.METHODSA. SOIL PREPARATION1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADEOF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALLNOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST.2. SOIL TESTING:a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOILSAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THEFOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTERCONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORONCONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OFSOIL.b. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORYALONG WITH THE SOIL SAMPLES.c. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAINRECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOILPREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANYOTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZERPROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE.3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILSREPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORTRECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THEOWNER WITH THE REPORT.4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THEFOLLOWING:a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BYMEANS 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 LBSPER 1,000 S.F.iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEb. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTSINTO 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 RATEiv. IRON SULPHATE - 2 LBS. PER CU. YD.5. CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISHGRADE BEFORE INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUBAREAS BEFORE INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETEWALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKSAND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THETOP OF WALL.6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURETHAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP6" OF SOIL.B. GENERAL PLANTING1. REMOVE ALL NURSERY TAGS AND STAK
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2. EXCEPT IN AREAS TO BE PLANTED WIT
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3. TRENCHING NEAR EXISTING TREES:a. CONTRACTOR SHALL NOT DISTUR
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THE CRITICAL ROOT ZONE (CRZ)
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POSSIBLE CARE AND PRECAUTION
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THE TREE TRUNK, WITH A RA
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DIAMETER-AT-BREAST-HEIGHT (4.5'
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b. ALL EXCAVATION WITHIN THE CR
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CRZ.c. ALTER ALIGNMENT OF PIPE TO AV
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WHERE TREE ROOTS 1-1/2" AND
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FIELD, TUNNEL UNDER SUCH ROO
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OF BURLAP AND KEEP MOIST. CLO
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WITHIN 24 HOURS.d. ALL SEVERED ROOTS SHALL BE H
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C. TREE PLANTING1. TREE PLANTING HOLES SHALL BE EX
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WIDTH OF THE ROOTBALL, AND TO A DE
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TWO TO FOUR INCHES.2. SCARIFY THE SIDES AND BOTTOM OF T
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THE TREE. REMOVE ANY GLAZING THAT
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OF THE HOLE.3. FOR CONTAINER AND BOX TREES, TO
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AND BOTTOM OF THE ROOTBALL OF ALL
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PIT. DO NOT "TEASE" ROOTS OUT FROM
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4. INSTALL THE TREE ON UNDISTURBED S
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5. BACKFILL THE TREE HOLE UTILIZING
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LARGER THAN 1" DIA. AND ALL OTHER
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TO THE BACKFILL. SHOULD ADDITIONA
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USE STORED TOPSOIL FROM ON-SITE O
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NO ADDITIONAL COST TO THE OWN
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TEXTURAL CLASS AND COMPOSITION IN
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6. THE TOTAL NUMBER OF TREE STAKES
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LEFT TO THE LANDSCAPE CONTRACTOR'
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THE LANDSCAPE CONTRACTOR SHALL
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BECOME DAMAGED. TREE STAKING SHA
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:
a. 1"-2" TREESTWO
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b. 2-1/2"-4" TREESTHRE
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c. TREES OVER 4" CALIPER GUY A
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d. MULTI-TRUNK TREES THRE
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POSITIONS AS NEEDED TO STABILI
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7. UPON COMPLETION OF PLANTING, CON
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TREE. COVER THE INTERIOR OF THE
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TOPDRESS WITH MULCH (TYPE AND DEP
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D. SHRUB, PERENNIAL, AND GROUNDCOVER PLA
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1. DIG THE PLANTING HOLES TWICE AS
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2
"
L
E
S
S
D
E
E
P
T
H
A
N
E
A
C
H
P
L
A
N
T
'
S
ROOTBALL. INSTALL THE PLANT IN TH
E
H
O
L
E
.
B
A
C
K
F
I
L
L
A
R
O
U
N
D
T
H
E
P
L
A
N
T
W
I
T
H
S
O
I
L
AMENDED PER SOIL TEST RECOMMEND
A
T
I
O
N
S
.
2. INSTALL THE WEED BARRIER CLOTH,
O
V
E
R
L
A
P
P
I
N
G
I
T
A
T
T
H
E
E
N
D
S
.
U
T
I
L
I
Z
E
S
T
E
E
L
STAPLES TO KEEP THE WEED BARRIER
C
L
O
T
H
I
N
P
L
A
C
E
.
3. WHEN PLANTING IS COMPLETE, INSTAL
L
M
U
L
C
H
(
T
Y
P
E
A
N
D
D
E
P
T
H
P
E
R
P
L
A
N
S
)
O
V
E
R
A
L
L
PLANTING BEDS, COVERING THE ENTIRE
P
L
A
N
T
I
N
G
A
R
E
A
.
E. SODDING1. SOD VARIETY TO BE AS SPECIFIED ON T
H
E
L
A
N
D
S
C
A
P
E
P
L
A
N
.
2. LAY SOD WITHIN 24 HOURS FROM THE T
I
M
E
O
F
S
T
R
I
P
P
I
N
G
.
D
O
N
O
T
L
A
Y
I
F
T
H
E
G
R
O
U
N
D
I
S
FROZEN.3. LAY THE SOD TO FORM A SOLID MASS W
I
T
H
T
I
G
H
T
L
Y
F
I
T
T
E
D
J
O
I
N
T
S
.
B
U
T
T
E
N
D
S
A
N
D
S
I
D
E
S
OF SOD STRIPS - DO NOT OVERLAP.
S
T
A
G
G
E
R
S
T
R
I
P
S
T
O
O
F
F
S
E
T
J
O
I
N
T
S
I
N
A
D
J
A
C
E
N
T
COURSES.4. ROLL THE SOD TO ENSURE GOOD CON
T
A
C
T
O
F
T
H
E
S
O
D
'
S
R
O
O
T
S
Y
S
T
E
M
W
I
T
H
T
H
E
S
O
I
L
UNDERNEATH.5. WATER THE SOD THOROUGHLY WITH
A
F
I
N
E
S
P
R
A
Y
I
M
M
E
D
I
A
T
E
L
Y
A
F
T
E
R
P
L
A
N
T
I
N
G
T
O
OBTAIN AT LEAST SIX INCHES OF PENET
R
A
T
I
O
N
I
N
T
O
T
H
E
S
O
I
L
B
E
L
O
W
T
H
E
S
O
D
.
F. CLEAN UP1. DURING LANDSCAPE PREPARATION AN
D
P
L
A
N
T
I
N
G
,
K
E
E
P
A
L
L
P
A
V
E
M
E
N
T
C
L
E
A
N
A
N
D
A
L
L
WORK AREAS IN A NEAT, ORDERLY CON
D
I
T
I
O
N
.
2. DISPOSED LEGALLY OF ALL EXCAVATED
M
A
T
E
R
I
A
L
S
O
F
F
T
H
E
P
R
O
J
E
C
T
S
I
T
E
.
G. INSPECTION AND ACCEPTANCE1. UPON COMPLETION OF THE WORK, TH
E
L
A
N
D
S
C
A
P
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
T
H
E
SITE CLEAN, FREE OF DEBRIS AND TR
A
S
H
,
A
N
D
S
U
I
T
A
B
L
E
F
O
R
U
S
E
A
S
I
N
T
E
N
D
E
D
.
T
H
E
LANDSCAPE CONTRACTOR SHALL THE
N
R
E
Q
U
E
S
T
A
N
I
N
S
P
E
C
T
I
O
N
B
Y
T
H
E
O
W
N
E
R
T
O
DETERMINE FINAL ACCEPTABILITY.2. WHEN THE INSPECTED PLANTING W
O
R
K
D
O
E
S
N
O
T
C
O
M
P
L
Y
W
I
T
H
T
H
E
C
O
N
T
R
A
C
T
DOCUMENTS, THE LANDSCAPE CONT
R
A
C
T
O
R
S
H
A
L
L
R
E
P
L
A
C
E
A
N
D
/
O
R
R
E
P
A
I
R
T
H
E
REJECTED WORK TO THE OWNER'S SATI
S
F
A
C
T
I
O
N
W
I
T
H
I
N
2
4
H
O
U
R
S
.
3. THE LANDSCAPE MAINTENANCE PERIO
D
W
I
L
L
N
O
T
C
O
M
M
E
N
C
E
U
N
T
I
L
T
H
E
L
A
N
D
S
C
A
P
E
WORK HAS BEEN RE-INSPECTED BY THE
O
W
N
E
R
A
N
D
F
O
U
N
D
T
O
B
E
A
C
C
E
P
T
A
B
L
E
.
A
T
T
H
A
T
TIME, A WRITTEN NOTICE OF FINAL ACC
E
P
T
A
N
C
E
W
I
L
L
B
E
I
S
S
U
E
D
B
Y
T
H
E
O
W
N
E
R
,
A
N
D
T
H
E
MAINTENANCE AND GUARANTEE PERIOD
S
W
I
L
L
C
O
M
M
E
N
C
E
.
H. LANDSCAPE MAINTENANCE1. THE LANDSCAPE CONTRACTOR SHALL
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
M
A
I
N
T
E
N
A
N
C
E
O
F
A
L
L
WORK SHOWN ON THESE PLANS FO
R
9
0
D
A
Y
S
B
E
Y
O
N
D
F
I
N
A
L
A
C
C
E
P
T
A
N
C
E
O
F
A
L
L
LANDSCAPE WORK BY THE OWNER. L
A
N
D
S
C
A
P
E
M
A
I
N
T
E
N
A
N
C
E
S
H
A
L
L
I
N
C
L
U
D
E
W
E
E
K
L
Y
SITE VISITS FOR THE FOLLOWING A
C
T
I
O
N
S
(
A
S
A
P
P
R
O
P
R
I
A
T
E
)
:
P
R
O
P
E
R
P
R
U
N
I
N
G
,
RESTAKING OF TREES, RESETTING
O
F
P
L
A
N
T
S
T
H
A
T
H
A
V
E
S
E
T
T
L
E
D
,
M
O
W
I
N
G
A
N
D
AERATION OF LAWNS, WEEDING, RESEE
D
I
N
G
A
R
E
A
S
W
H
I
C
H
H
A
V
E
N
O
T
G
E
R
M
I
N
A
T
E
D
W
E
L
L
,
TREATING FOR INSECTS AND DISEASE
S
,
R
E
P
L
A
C
E
M
E
N
T
O
F
M
U
L
C
H
,
R
E
M
O
V
A
L
O
F
L
I
T
T
E
R
,
REPAIRS TO THE IRRIGATION SYSTEM D
U
E
T
O
F
A
U
L
T
Y
P
A
R
T
S
A
N
D
/
O
R
W
O
R
K
M
A
N
S
H
I
P
,
A
N
D
THE APPROPRIATE WATERING OF ALL
P
L
A
N
T
I
N
G
S
.
T
H
E
L
A
N
D
S
C
A
P
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
MAINTAIN THE IRRIGATION SYSTEM I
N
P
R
O
P
E
R
W
O
R
K
I
N
G
O
R
D
E
R
,
W
I
T
H
S
C
H
E
D
U
L
I
N
G
ADJUSTMENTS BY SEASON TO MAXIMIZE
W
A
T
E
R
C
O
N
S
E
R
V
A
T
I
O
N
.
2. SHOULD SEEDED AND/OR SODDED ARE
A
S
N
O
T
B
E
C
O
V
E
R
E
D
B
Y
A
N
A
U
T
O
M
A
T
I
C
I
R
R
I
G
A
T
I
O
N
SYSTEM, THE LANDSCAPE CONTRACTO
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
W
A
T
E
R
I
N
G
T
H
E
S
E
AREAS AND OBTAINING A FULL, HEALT
H
Y
S
T
A
N
D
O
F
G
R
A
S
S
A
T
N
O
A
D
D
I
T
I
O
N
A
L
C
O
S
T
T
O
THE OWNER.3. TO ACHIEVE FINAL ACCEPTANCE AT TH
E
E
N
D
O
F
T
H
E
M
A
I
N
T
E
N
A
N
C
E
P
E
R
I
O
D
,
A
L
L
O
F
T
H
E
FOLLOWING CONDITIONS MUST OCCUR:a. THE LANDSCAPE SHALL SHOW AC
T
I
V
E
,
H
E
A
L
T
H
Y
G
R
O
W
T
H
(
W
I
T
H
E
X
C
E
P
T
I
O
N
S
M
A
D
E
FOR SEASONAL DORMANCY). ALL
P
L
A
N
T
S
N
O
T
M
E
E
T
I
N
G
T
H
I
S
C
O
N
D
I
T
I
O
N
S
H
A
L
L
B
E
REJECTED AND REPLACED BY
H
E
A
L
T
H
Y
P
L
A
N
T
M
A
T
E
R
I
A
L
P
R
I
O
R
T
O
F
I
N
A
L
ACCEPTANCE.b. ALL HARDSCAPE SHALL BE CLEAN
E
D
P
R
I
O
R
T
O
F
I
N
A
L
A
C
C
E
P
T
A
N
C
E
.
c. SODDED AREAS MUST BE ACTIVEL
Y
G
R
O
W
I
N
G
A
N
D
M
U
S
T
R
E
A
C
H
A
M
I
N
I
M
U
M
H
E
I
G
H
T
OF 1 1/2 INCHES BEFORE FIRST
M
O
W
I
N
G
.
H
Y
D
R
O
M
U
L
C
H
E
D
A
R
E
A
S
S
H
A
L
L
S
H
O
W
ACTIVE, HEALTHY GROWTH. BAR
E
A
R
E
A
S
L
A
R
G
E
R
T
H
A
N
T
W
E
L
V
E
S
Q
U
A
R
E
I
N
C
H
E
S
MUST BE RESODDED OR RE
S
E
E
D
E
D
(
A
S
A
P
P
R
O
P
R
I
A
T
E
)
P
R
I
O
R
T
O
F
I
N
A
L
ACCEPTANCE. ALL SODDED TURF
S
H
A
L
L
B
E
N
E
A
T
L
Y
M
O
W
E
D
.
I. WARRANTY PERIOD, PLANT GUARANTEE AND
R
E
P
L
A
C
E
M
E
N
T
S
1. THE LANDSCAPE CONTRACTOR SHALL G
U
A
R
A
N
T
E
E
A
L
L
T
R
E
E
S
,
S
H
R
U
B
S
,
P
E
R
E
N
N
I
A
L
S
,
S
O
D
,
SEEDED/HYDROMULCHED AREAS, AND I
R
R
I
G
A
T
I
O
N
S
Y
S
T
E
M
S
F
O
R
A
P
E
R
I
O
D
O
F
O
N
E
Y
E
A
R
FROM THE DATE OF THE OWNER'S FIN
A
L
A
C
C
E
P
T
A
N
C
E
(
9
0
D
A
Y
S
F
O
R
A
N
N
U
A
L
P
L
A
N
T
S
)
.
THE CONTRACTOR SHALL REPLACE, AT
H
I
S
O
W
N
E
X
P
E
N
S
E
A
N
D
T
O
T
H
E
S
A
T
I
S
F
A
C
T
I
O
N
O
F
THE OWNER, ANY PLANTS WHICH DIE I
N
T
H
A
T
T
I
M
E
,
O
R
R
E
P
A
I
R
A
N
Y
P
O
R
T
I
O
N
S
O
F
T
H
E
IRRIGATION SYSTEM WHICH OPERATE IM
P
R
O
P
E
R
L
Y
.
2. AFTER THE INITIAL MAINTENANCE PE
R
I
O
D
A
N
D
D
U
R
I
N
G
T
H
E
G
U
A
R
A
N
T
E
E
P
E
R
I
O
D
,
T
H
E
LANDSCAPE CONTRACTOR SHALL ONLY
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
R
E
P
L
A
C
E
M
E
N
T
O
F
P
L
A
N
T
S
WHEN PLANT DEATH CANNOT BE ATT
R
I
B
U
T
E
D
D
I
R
E
C
T
L
Y
T
O
O
V
E
R
W
A
T
E
R
I
N
G
O
R
O
T
H
E
R
DAMAGE BY HUMAN ACTIONS.J. PROVIDE A MINIMUM OF (2) COPIES OF RECO
R
D
D
R
A
W
I
N
G
S
T
O
T
H
E
O
W
N
E
R
U
P
O
N
C
O
M
P
L
E
T
I
O
N
OF WORK. A RECORD DRAWING IS A RECOR
D
O
F
A
L
L
C
H
A
N
G
E
S
T
H
A
T
O
C
C
U
R
R
E
D
I
N
T
H
E
F
I
E
L
D
AND THAT ARE DOCUMENTED TH
R
O
U
G
H
C
H
A
N
G
E
O
R
D
E
R
S
,
A
D
D
E
N
D
A
,
O
R
CONTRACTOR/CONSULTANT DRAWING MARKU
P
S
.
PLANTING SPECIFICATIONS
P
L
A
N
T
I
N
G
A
T
P
A
R
K
I
N
G
A
R
E
A
S
C
A
L
E
:
N
O
T
T
O
S
C
A
L
E
D
D
I
S
T
A
N
C
E
P
E
R
P
L
A
N
2
4
"
M
I
N
.
T
O
E
D
G
E
O
F
M
A
T
U
R
E
C
A
N
O
P
Y
2
3
4
1
1
C
U
R
B
.
2
M
U
L
C
H
L
A
Y
E
R
.
3
P
L
A
N
T
.
4
T
U
R
F
(
W
H
E
R
E
S
H
O
W
N
O
N
P
L
A
N
)
.
S
T
E
E
L
E
D
G
I
N
G
S
C
A
L
E
:
N
O
T
T
O
S
C
A
L
E
C
1
R
O
L
L
E
D
-
T
O
P
S
T
E
E
L
E
D
G
I
N
G
P
E
R
P
L
A
N
S
.
2
T
A
P
E
R
E
D
S
T
E
E
L
S
T
A
K
E
S
.
3
M
U
L
C
H
,
T
Y
P
E
A
N
D
D
E
P
T
H
P
E
R
P
L
A
N
S
.
N
O
T
E
S
:
1
)
I
N
S
T
A
L
L
E
D
G
I
N
G
S
O
T
H
A
T
S
T
A
K
E
S
W
I
L
L
B
E
O
N
I
N
S
I
D
E
O
F
P
L
A
N
T
I
N
G
B
E
D
.
2
)
B
O
T
T
O
M
O
F
E
D
G
I
N
G
S
H
A
L
L
B
E
B
U
R
I
E
D
A
M
I
N
I
M
U
M
O
F
1
"
B
E
L
O
W
F
I
N
I
S
H
G
R
A
D
E
.
3
)
T
O
P
O
F
M
U
L
C
H
S
H
A
L
L
B
E
1
"
L
O
W
E
R
T
H
A
N
T
O
P
O
F
E
D
G
I
N
G
.
1
2
3
4
4
F
I
N
I
S
H
G
R
A
D
E
.
4
X
2
X
3
2
1
5
6
7
4
1
2
3
S
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DATE: 03/19/2021
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PHASE 02 BUILDING "4" ELEVATIONS
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MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 4
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
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R
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A
D
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Y
7
0
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R
.
O
.
W
.
CRO
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D
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A
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ASP
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A
L
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A
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VAR
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A
B
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W
I
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H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
68
1
6
8
5
68
4
68
2
6
8
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 67
8
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
67
3
674
669
67
0
6
7
1
67
2
67
3
67
4
67
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6
7
6
6
7
7
6
7
8
6
7
9
6
8
0
6
8
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68
3
68
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5
6
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7
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6
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6
6
2
6
6
3
6
6
4
6
6
6
685
684
683
68
0
68
1
68
2
67
7
67
8
6
7
9
670
67
1
67
2
673
674
675
67
0
66
9
669
668
66
7
666
66
8
66
7
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
8" PVC
8
"
P
V
C
8
"
P
V
C
8" P
V
C
8" P
V
C
6"
W
T
R
6" W
T
R
8" WTR
8" WTR
1
2
"
W
T
R
8
"
W
T
R
7
1
.
8
1
S
F
F
I
R
E
R
I
S
E
R
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
PROP. BUILDING
PHASE II
PROP. BUILDING
PHASE II
PROP. BUILDING
PHASE II
FFE = 670.50
FFE = 671.00
FFE = 668.00
FFE = 678.00
PROP. RETAINING
WALL
PROP.
RETAINING
WALL
PROP.
RETAINING
WALL
PROP.
RETAINING
WALL
PROP. RIDGE
PROP. EXPOSED
GRADE BEAM
PHASE 1
PROPOSED BUILDING
GR
A
D
I
N
G
P
L
A
N
C-1
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED GRADE
(TOP OF PAVEMENT)
ME MATCH EXISTING
699.50
NOTES:
1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS
OTHERWISE NOTED.
2.EXISTING UTILITIES WERE OBTAINED FROM RECORD
DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES AND NOTIFY THE
ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN.
3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED
4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%.
4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED
OTHERWISE.
5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS
REGARDING FILL COMPACTION AND MOISTURE CONTENT.
6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND
GEOTECHNICAL REPORT FOR ALL BUILDING PAD
PREPARATION CRITERIA.
7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE
RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS.
8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES
INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA
STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL
SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO
EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA
CRITERIA CANNOT BE MET AT ANY LOCATION.
9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO
CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES.
10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE
RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE.
11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY
FROM EXISTING & PROPOSED BUILDINGS.
700
695
GRADING VOLUMES
CUT 31,899 CY
FILL 12,502 CY
NET 19,397 CY DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
3/18/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:ZA21-0018
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
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M
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E
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N
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.
C
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TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
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D
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A
N
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SO
U
T
H
L
A
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E
,
T
X
7
6
0
9
2
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PRELIMINARY
CLAYMOORE ENGINEERING
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
7
1
.
8
1
S
F
F
I
R
E
R
I
S
E
R
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
LOT 1
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 4
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
68
1
6
8
5
68
4
68
2
6
8
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 67
8
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
67
3
674
669
67
0
6
7
1
67
2
67
3
67
4
67
5
6
7
6
6
7
7
6
7
8
6
7
9
6
8
0
6
8
1
6
8
2
68
3
68
4
6
8
5
6
6
9
6
7
0
6
7
1
6
7
2
6
7
3
6
7
4
6
7
5
6
7
6
6
5
8
6
5
9
6
6
0
6
6
1
6
6
2
6
6
3
6
6
4
6
6
6
68
5
684
683
68
0
68
1
68
2
67
7
67
8
6
7
9
670
67
1
67
2
673
674
675
67
0
66
9
669
668
66
7
666
66
8
66
7
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
EX-2
5.74 AC
13.80 CFS
EX. CONCRETE FLUME AND
HEADWALL ACCEPTING SITE FLOW
EX-1
7.42 AC
17.84 CFS
EX
I
S
T
I
N
G
D
R
A
I
N
A
G
E
A
R
E
A
M
A
P
C-2
ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE
NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP
OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY,
FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X",
(AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD
HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE
PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM
FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN
AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR
NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON
THE PART OF THE SURVEYOR.
FLOODPLAIN NOTE
LEGEND
DRAINAGE AREA LABEL
DRAINAGE AREA (AC)
FLOW QUANTITY (CFS)
DIRECTION OF FLOW
DRAINAGE AREA BOUNDARY
#
AC
CFS
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
3/18/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:ZA21-0018
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PRELIMINARY
CLAYMOORE ENGINEERING
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
LOT 1
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 4
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
68
1
6
8
5
68
4
68
2
6
8
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 67
8
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
67
3
674
669
67
0
6
7
1
67
2
67
3
67
4
67
5
6
7
6
6
7
7
6
7
8
6
7
9
6
8
0
6
8
1
6
8
2
68
3
68
4
6
8
5
6
6
9
6
7
0
6
7
1
6
7
2
6
7
3
6
7
4
6
7
5
6
7
6
6
5
8
6
5
9
66
0
6
6
1
6
6
2
6
6
3
6
6
4
6
6
6
68
5
684
683
68
0
68
1
68
2
67
7
67
8
6
7
9
670
67
1
67
2
673
674
675
67
0
66
9
669
668
66
7
666
66
8
66
7
SD-INLET-TOP=677.30
FL-HDPE=672.70 (W)
SD-INLET-TOP=677.53
FL-HDPE=672.27 (S)
SD-INLET-TOP=661.48
FL-RCP=656.28 (E)
FL-RCP=564.35
SD-INLET-TOP=653.35
FL-RCP=631.34 (SE)
FL-RCP=647.79
FL=RCP=647.72
SD-INLET-TOP=655.21
FL-RCP=651.29 (NW)
FL-RCP=647.35
FL-RCP=647.23
SD-INLET-TOP=653.23
FL-RCP=648.73 (SE)
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
FFE = 670.50
FFE = 671.00
FFE = 668.00
FFE = 678.00
PROP. RETAINING
WALL
PROP.
RETAINING
WALL
PROP.
RETAINING
WALL
PROP.
RETAINING
WALL
PROP. RIDGE
PROP. EXPOSED
GRADE BEAM
7
1
.
8
1
S
F
F
I
R
E
R
I
S
E
R
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
C
0.86 AC
2.52 CFS
B
0.84 AC
2.46 CFS
A
6.53 AC
57.37 CFS
D
4.93 AC
43.31 CFS
PR
O
P
O
S
E
D
D
R
A
I
N
A
G
E
A
R
E
A
M
A
P
C-3
ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE
NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP
OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY,
FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X",
(AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD
HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE
PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM
FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN
AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR
NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON
THE PART OF THE SURVEYOR.
FLOODPLAIN NOTE
LEGEND
DRAINAGE AREA LABEL
DRAINAGE AREA (AC)
FLOW QUANTITY (CFS)
DIRECTION OF FLOW
DRAINAGE AREA BOUNDARY
#
AC
CFS
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
3/18/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:ZA21-0018
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PRELIMINARY
CLAYMOORE ENGINEERING
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
8" PVC
8
"
P
V
C
8
"
P
V
C
8" P
V
C
8" P
V
C
6"
W
T
R
6" W
T
R
1
2
"
W
T
R
8
"
W
T
R
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
PROPOSED WET POND
POND A
PON
D
B
PHASE 1
PROPOSED BUILDING
80,000 SF
57,500 SF (1ST FLOOR)
22,500 SF (2ND FLOOR)
FFE = 678.00
PROP. DETENTION
AREA EASEMENT
24
"
H
D
P
E
@
0
.
5
0
%
24
"
H
D
P
E
@
1
.
2
8
%
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 665.78
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 665.27
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 664.75
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 664.28
INSTALL:
1 - 5' CURB INLET
FL 24": 664.92 CONNECT TO PROP. 24" STORM LINE
INSTALL:
1 - 45° WYE
FL 24": 663.33
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 663.69
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 662.69
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 661.31
CONNECT TO PROP. 5' MANHOLE (PHASE 1)
FL 24": 660.13
INSTALL:
1 - 45° BEND
FL 24": 660.93
INSTALL:
1 - SLOPED CONCRETE
HEADWALL W/ 5'X5'
RIP RAP
FL 24": 650.66
INSTALL:
1 - 45° BEND
FL 24": 663.98
INSTALL:
1 - 45° BEND
FL 24": 663.91
INSTALL:
1 - 45° WYE
FL 24": 663.63
PRO
P
.
U
N
D
E
R
G
R
O
U
N
D
DET
E
N
T
I
O
N
S
Y
S
T
E
M
REMOVE PROP. 4'X4' WYE INLET (PHASE 1)
INSTALL:
1 - 10' CURB INLET
FL 24": 653.89
ST
O
R
M
D
R
A
I
N
P
L
A
N
C-4
LEGEND
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED CURB INLET
PROPOSED GRATE INLET
PROPOSED HEADWALL
PROPOSED RIP RAP
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
3/18/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:ZA21-0018
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PRELIMINARY
CLAYMOORE ENGINEERING
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
PR
E
L
I
M
I
N
A
R
Y
D
E
T
E
N
T
I
O
N
CA
L
C
U
L
A
T
I
O
N
S
C-5
POND A - GMI POND
PHASE 1
POND B - UNDERGROUND POND
PHASE 2
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
3/22/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:ZA21-0018
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
PRELIMINARY
CLAYMOORE ENGINEERING
8" PVC
8
"
P
V
C
8
"
P
V
C
8" P
V
C
8" P
V
C
6"
W
T
R
6" W
T
R
1
2
"
W
T
R
8
"
W
T
R
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
SSMH-RIM=665.90
FL-PVC=654.90 (NE)
SSMH-RIM=654.19
FL-PVC=645.64 (SE)
FL-PVC=645.72 (NE)
FL-PVC=645.77 (NW)
FL-PVC=645.84 (NW)
SSMH-RIM=654.10
FL-PVC=645.79 (SW)
FL-PVC=645.75 (SE)
SSMH-RIM=655.00
(LOCKED)
SSMH-RIM=656.37
FL-PVC=647.52 (SW)
FL-PVC=647.42 (NE)
SSMH-RIM=653.88
FL-PVC=646.81 (SE)
FL-PVC=646.84 (NW)
FL-PVC=647.44 (NE)
SSMH-RIM=654.28
FL-PVC=648.80 (SW)
FL-PVC=647.24 (NE)
SSMH-RIM=656.13
FL-PVC=647.84 (NW)
FL-PVC=647.77 (SE)
SSMH-RIM=672.27
(LOCKED)
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
24
3
.
2
5
'
PHASE 1
PROPOSED BUILDING
80,000 SF
57,500 SF (1ST FLOOR)
22,500 SF (2ND FLOOR)
FFE = 678.00
PROP. 6" FH SERVICE
UNCAP 6" WATER LINE
INSTALL:
78 LF OF 6" PVC
1 - FH ASSEMBLY PER CITY STANDARDS
PROP. 6" FIRE SERVICE
INSTALL:
5 LF OF 6" PVC
1 - 6" PLUG
PROP. 2" DOM. SERVICE
INSTALL:
5 FL OF 2" PVC
1 - 2" DOM. METER
INSTALL:
1 - 2" DOM. METER
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 662.87
FL 8": 662.77
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8":
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 659.84
FL 8": 659.74
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 658.44
FL 8": 658.34
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 655.29
FL 8": 655.19
CONNECT TO EX.
SSWR MANHOLE
FL 8": ±649.73
8" SSWR @ 2.86%
8"
S
S
W
R
@
2
.
9
1
%
8
"
S
S
W
R
@
2
.
8
8
%
8" SS
W
R
@
2
.
0
0
%
8" S
S
W
R
@
2
.
0
0
%
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 651.17
FL 8": 651.07
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 652.42
FL 8": 652.32
8" SSWR @ 2.00%PROP. FHYD
UT
I
L
I
T
Y
P
L
A
N
C-6
LEGEND
EXISTING FIRE HYDRANT ASSEMBLY
PROPOSED FIRE HYDRANT ASSEMBLY
EXISTING WATER MAIN
PROPOSED WATER LINE AND GATE VALVE
EXISTING SANITARY SEWER AND MANHOLE
PROPOSED SANITARY SEWER LINE
S
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
3/18/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:ZA21-0018
19
0
3
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#
4
0
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:
8
1
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2
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0
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2
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TEXAS FIRM #14199
GM
i
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A
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PH
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24
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0
9
2
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PRELIMINARY
CLAYMOORE ENGINEERING
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
PHASE 1
PROPOSED BUILDING
80,000 SF
57,500 SF (1ST FLOOR)
22,500 SF (2ND FLOOR)
FFE = 678.00
7
1
.
8
1
S
F
F
I
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E
R
I
S
E
R
5'
U
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E
A
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T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
LOT 1
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 4
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 6
MEADOW OAKS
DOC. No. D179550021
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
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N
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.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
TBM X-CUT SET
Z=654.51
Z=655.28
THOMAS E
A
S
T
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S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
PROP. ADA RAMP
PROP. CONCRETE
SIDEWALK
PROP. ADA RAMP PROP. ADA RAMP
PROP. CONCRETE
SIDEWALK
PROPOSED STAIRS
TO SECOND FLOOR
PROP. 6' PUBLIC
SIDEWALK
PROP. ADA
RAMP
PROP. 5' PUBLIC
SIDEWALK
PROP. 5' PUBLIC
SIDEWALK
CONNECT TO EX.
5' SIDEWALK
PROP. CONCRETE SIDEWALK
PROP. CONCRETE
SIDEWALK
PROP. ADA RAMP
PROP. ADA RAMP
PROP. ADA RAMP
PE
D
E
S
T
R
I
A
N
A
C
C
E
S
S
P
L
A
N
LEGEND
PROPOSED CONCRETE SIDEWALK
PROPOSED PUBLIC SIDEWALK
C-7
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
3/18/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:ZA21-0018
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PRELIMINARY
CLAYMOORE ENGINEERING
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20