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Drafter ProjectDateTAR08/17/2020 2005.049-02 VICINITY MAP(NOT TO SCALE)EAGLE SURVEYING, LLC210 S. Elm Street, Suite: 104Denton, TX 76201(940) 222-3009TX Firm #10194177 SURVEYOREagle Surveying, LLC210 S. Elm Street, Suite 104Denton, TX 76201(940) 222-3009 E
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= DOCUMENT NUMBERDOC. NO.= CAPPED IRON ROD FOUNDCIRFPLAT RECORDS,PR.T.C.T.= VOLUMEVOL = PAGEPGTARRANT COUNTY, TEXAS=OFFICIAL PUBLIC RECORDS,O.P.R.T.C.T.TARRANT COUNTY, TEXAS=LEGEND= POINT OF BEGINNINGPOB
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N1.)The purpose of this plat is to create five (5) lots of record.2.)This property is located in "Non-shaded Zone X" according to the F.E.M.A. FloodInsurance Rate Map dated September 25, 2009 as shown on Map Number48439C0115K.3.)The bearings shown on this survey are based on GPS observations utilizing theAllTerra RTKNET Cooperative network. NAD 83(2011) Datum.4.)The grid coordinates shown on this survey are based on GPS observationsutilizing the AllTerra RTKNET Cooperative network. NAD 83(2011) State PlaneCoordinate System (Texas North Central Zone - 4202).5.)Selling a portion of this addition by metes and bounds is a violation of CityOrdinance and State Law, and is subject to fines and/or withholding of utilitiesand building permits.6.) Lot 5 will be combined with the property to the North at the time of development.GENERAL NOTES
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LINE TABLELINEBEARINGDISTANCEL24S 44°19'39" W19.06'L25S 89°37'35" W742.35'L25N 89°37'35" E398.38'L26S 52°04'29" W28.82'L27S 52°04'29" W31.81'L28S 89°37'35" W11.16'L29S 00°22'25" E14.63'L30S 89°37'35" W10.00'L31N 00°22'25" W14.63'L32S 89°37'35" W98.33'L33S 00°22'25" E27.18'L34S 89°37'35" W5.00'L35N 00°22'25" W27.18'L36S 89°37'35" W13.63'L37S 00°22'25" E77.34'L38S 45°40'21" E13.37'L39S 44°19'39" W10.00'L40N 45°40'21" W17.54'L41N 00°22'25" W81.51'L42S 89°37'35" W143.76'L43S 00°40'21" E13.57'L44S 89°19'39" W5.00'L45N 00°40'21" W13.59'L46S 89°37'35" W85.86'L47S 00°34'53" E40.34'L48N 89°25'07" E13.00'L49S 00°34'53" E10.00'L50S 89°25'07" W13.00'L51S 00°34'53" E265.15'L52N 89°25'07" E41.38'L53S 00°37'04" E15.00'L54S 89°25'07" W41.39'L55S 00°34'53" E11.35'L56N 89°25'07" E9.00'L57S 00°34'53" E14.50'L58S 89°25'07" W9.00'L59S 00°34'53" E63.50'L60N 89°25'07" E9.00'L61S 00°34'53" E5.00'L62S 89°25'07" W9.00'L63S 00°34'53" E44.20'L64S 44°30'19" W34.47'L65S 89°35'30" W240.49'L66N 45°29'07" W34.53'L67N 00°34'53" W129.22'L68N 45°37'37" W22.04'L69S 89°19'39" W68.19'L70S 89°19'39" W74.41'L71N 45°37'37" W34.48'L72N 00°34'53" W81.25'L73S 89°25'07" W20.09'L74N 00°34'53" W10.00'L75N 89°25'07" E20.09'L76N 00°34'53" W37.99'L77N 45°29'07" W22.13'L78S 89°35'30" W228.06'L79S 44°30'19" W22.02'L80S 00°34'53" E462.87'L81N 89°37'35" E266.73'L82N 00°22'25" W21.34'L83N 44°37'35" E21.19'L84S 45°22'25" E10.00'L85S 44°37'35" W17.05'L86S 00°22'25" E17.20'L87N 89°37'35" E61.62'L88N 44°19'39" E19.91'L89N 89°19'39" E5.60'L90N 40°33'19" W29.25'L91N 49°26'41" E10.00'L92S 40°33'19" E29.27'L93N 35°50'49" W28.93'L94N 54°09'11" E10.00'L95S 35°50'49" E29.02'L96S 76°15'54" W40.96'L97S 54°09'11" W203.58'L98S 64°46'55" W160.22'L99N 45°43'48" W54.66'L100N 00°43'48" W101.61'L101S 89°16'12" W41.69'L102N 00°43'48" W10.00'L103N 89°16'12" E51.69'L104S 00°43'48" E107.47'L105S 45°43'48" E43.59'L106N 64°46'55" E152.36'L107N 54°09'11" E204.61'L108N 76°15'54" E62.79'L109N 52°01'15" E16.90'L110S 37°55'06" E30.58'L111N 89°19'39" E414.52'L112S 89°37'35" W302.73'L113N 85°22'25" W10.61'L114N 89°37'35" E294.77'L115N 89°19'39" E467.53'L116S 37°53'32" E75.35'L117N 52°24'44" E76.97'L118S 07°58'29" E7.22'L119S 37°58'29" E57.74'L120S 83°02'15" E2.02'L121S 49°26'41" W132.97'L122S 54°09'11" W268.14'L123S 66°10'50" W52.17'L124S 06°44'57" E15.70'L124N 44°19'39" E12.26'L125S 72°26'30" W8.76'L126S 33°47'08" W23.17'L127S 08°40'24" W7.46'
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Drafter ProjectDateTAR08/17/2020 2005.049-02EAGLE SURVEYING, LLC210 S. Elm Street, Suite: 104Denton, TX 76201(940) 222-3009TX Firm #10194177 SURVEYOREagle Surveying, LLC210 S. Elm Street, Suite 104Denton, TX 76201(940) 222-3009 E
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227.97'
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5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
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)
VILLAGE CENTER DRIVE
PROPOSED LOT 2
FUTURE DEVELOPMENT
17,040 SF BUILDING
1.19 AC
0.32 AC
R
3
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FL
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PROP. FH
PROP. FH
PROP. GRATE INLET
PROP. DOM. METER
PROP.
IRR.
METERPROP. FH
PROP.
FH
PROP.
GRATE
INLET
PROP. GRATE
INLET
EX. FH
65.99'
68.26'
PROP. GRATE
INLET
PROPOSED DETENTION
POND AREA
R6'
1
3
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1
3
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1
3
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1
3
'
13'
R30'
R3
0
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R
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0
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R3
0
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R30
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PROPOSED LOT 3
FUTURE DEVELOPMENT
17,040 SF BUILDING
1.64 AC
PROPOSED LOT 4
FUTURE DEVELOPMENT
24,700 SF BUILDING
2.91 AC
EX. SSMH
120'10.5'
2
4
'
24'
FL
20.29'24' FL 18'5'
44.29'
26' FL
3
0
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2
2
'
18'
9
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9'9'9'
9'9'9'
1
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9'9'9'
9'
TYP.
6
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4
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24' FL
30'
3
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'
F
L
24'
PROP. STAIRS TO SECOND
STORY (SEE ARCH. PLANS
FOR DETAILS)
1
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
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7
9
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5
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2
1
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T
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S
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D
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:
M
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C
H
O
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C
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R
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I
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LOT 6
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
EX. ZONING: SF1-A
L.U.D.: MIXED USE
OWNER: TRI DAL REAL ESTATE LTD.
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
5
'
TYP.
TYP.
TYP.
LOT 11
EASTER, THOMAS SURVEY; A474
EX. ZONING: AG
L.U.D: MIXED USE
OWNER: 2021 PRIMROSE OFFICE II LLC
CONNECT TO EX.
VILLAGE CENTER DRIVE
CROSS ACCESS DRIVE
TO VILLAGE CENTER
TO BE CONSTRUCTED
IN PHASE 1
PHASE 1
TRUCK
LOADING ZONE
EX. TREES TO REMAIN
(TYP.)
PROP. CONCRETE
HEADWALL
PROP. CONCRETE
HEADWALL
PROP. CONCRETE
HEADWALL
PROP.
GRATE
INLET
PHASE 2
2
5 9
5
7
6 4
8
5
R
1
0
'
R10
'
2
5
R
8
'
R10
'
1
2
.
0
5
'
1
7
.
9
5
'
1
8
'
2
1
0
2
.
1
2
'
128.73'
10
R
3
0
'
R30
'
1
5.5'
1
0
1
.
3
9
'
PROP. 15' UTILITY EASEMENTPROP. 30' ACCESS EASEMENT
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
PRO
P
.
U
N
D
E
R
G
R
O
U
N
D
D
E
T
E
N
T
I
O
N
R30'
1
PROP. 10'
SSWR
EASEMENT
PROP. 5'
RETAINING WALL
PROP. VAR. HEIGHT
RETAINING WALL
T/ET/E
R30'
R
3
0
'
R
5
4
'
2
2
PROP. FH
PROP. WATER
METER
PROP. FH
EX. SSWR
MANHOLE
EX. SSWR MH
EX. PP
PROP. WATER METER
PROP. GRATE INLET
PROP. GRATE INLET
9
9
PROP. 15' UTILITY
EASEMENT
R1
0
'
30'
R
1
0
'
R10
'
R
1
0
'
4.5'
5.13'
18'24'18'8.5'
24' COMMON ACCESS
EASEMENT
2
0
'
18
1
.
9
6
'
93.66'
93.66'
18
1
.
9
6
'
6
4
'
8
2
'
62.56'
1
3
0
'
103'
1
0
0
'
100
.
7
2
'
7
3
.
5
'
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
O
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)
PROP. WALL MOUNT FDC
(64 LF TO PROP. FHYD)
8.62'18'24'
18'
5.5'
PROP. 6'X6' RISER ROOM
PROP. 8' MASONRY SCREENING
WALL AND 5' RETAINING WALL
PROP. 4' RETAINING WALL
PROP. VAR. HEIGHT
RETAINING WALL
PROP. VAR. HEIGHT
RETAINING WALL
EXISTING PUBLIC
SIDEWALK
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
10
'
-
D
B
U
F
F
E
R
Y
A
R
D
(
2
0
'
P
R
O
V
I
D
E
D
)
30' BUILDING SETBACK
10'-F1 BUFFERYARD
3
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
10' ROW DEDICATION
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
128.73'
187
.
0
8
'
50'
1
0
'
1
0
'
50'
LOADING ZONE SPACE
25'
25'
25'
1
0
'
1
0
'
1
0
'
LOADING ZONE
SPACE
1
0
'
-
F
1
B
U
F
F
E
R
Y
A
R
D
3
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
1
0
'
-
F
1
B
U
F
F
E
R
Y
A
R
D
1
0
'
-
F
2
B
U
F
F
E
R
Y
A
R
D
4
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
6' PUBLIC SIDEWALK
(PHASE 1)
4:
1
H
E
I
G
H
T
S
E
T
B
A
C
K
30' BUILDING SETBACK
PROPOSED
MONUMENT SIGN
10'-D BUFFERYARD
(20' PROVIDED)
8' SCREENING FENCE
R30'
R3
0
'
R3
0
'
R
3
0
'
5
3
.
8
5
'
54'
1
8
'
8
0
.
2
4
'
PROP.
FH
SSWR MH
SSWR MH
20'
2
0
'
PROP. 5' PUBLIC SIDEWALK
(PHASE 1)
PROP. 5' PUBLIC
SIDEWALK
(PHASE 1)
13'
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
LANDSCAPE CALCULATIONS
GMI Development Phase 1
10,500 SF
88,994 SF 89%
SUMMARY CHART - INTERIOR LANDSCAPE
Required
or
Provided
Landscape
Area (Sq.ft.)
% of area in
front or side
Accent
Trees
1 per 250
Ground
Cover (Sq.
Ft.) 15%
Seasonal Color
2%
Required
Provided
75%21 42 263
1,837 SF
1,575 SF
240 SF
210 SF
42 309
PHASE 1 SUMMARY CHART - BUFFERYARDS
LOCATION REQUIRED /
PROVIDED LENGTH BUFFERYARD
WIDTH - TYPE
CANOPY
TREES
ACCENT
TREES SHRUBS FENCE /
SCREENING
NORTH REQUIRED
PROVIDED
EAST N/A N/A N/A
N/A
EAST 2 REQUIRED 299.7'10' - D 12 15 54
PROVIDED 12 15 54
WEST REQUIRED 625.37'10' - F1 38 50
PROVIDED 10' - F1 38 65
N/A N/A
299.7'10' - D
625.37'
22
PRELIMINARY
CLAYMOORE ENGINEERING
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
9/30/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
GM
i
H
E
A
D
Q
U
A
R
T
E
R
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S.
N
O
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N
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,
T
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7
6
0
9
2
19
0
3
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S
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I
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#
4
0
6
PH
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:
8
1
7
.
2
8
1
.
0
5
7
2
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D
F
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D
,
T
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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
File No:2020-076
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
I
M
B
A
L
L
A
V
E
.
CR
O
O
K
E
D
L
N
NO
L
E
N
D
R
I
V
E
SI
L
I
C
O
N
D
R
.
KIMBALL HILL CTEA
S
T
W
O
O
D
D
R
.
MA
N
C
H
E
S
T
E
R
C
T
Canopy
Trees
1 per 500
Shrubs
5 gal.
1 per 40
N/A N/A N/A
N/A N/A N/A
CITY CASE NO.: ZA20-0040
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
SOUTH REQUIRED 453.10'10' - F2 19 37 55
PROVIDED 10' - F2453.10'
REQUIRED
PROVIDED
N/A
N/A
N/A N/A
N/AN/A
N/A N/A N/A
N/A N/A N/A
N/A
N/A
F1 - FENCE
F1 - FENCE**
N/A
N/A193755
19
19
PHASE 2 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 35 123
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
** SCREENING FENCE SURROUNDING PROPOSED TRUCK LOADING ZONG
8" PVC
8
"
P
V
C
8
"
P
V
C
8" PV
C
8" PV
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.
PHASE 1
PHASE 2
MEADOW OAKS
DOC. No. D179550021
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 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 6
MEADOW OAKS
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
ASPH
A
L
T
R
O
A
D
W
A
Y
VARI
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
68
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 678
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
673
674
669
67
0
6
7
1
672
67
3
67
4
67
5
6
7
6
6
7
7
67
8
67
9
68
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
67
5
67
6
6
5
8
65
9
66
0
6
6
1
6
6
2
6
6
3
66
4
6
6
6
68
5
684
683
680
681
682
677
67
8
6
7
9
670
67
1
67
2
673
674
675
670
66
9
669
668
66
7
666
66
8
66
7
TBM X-CUT SET
Z=655.28
THOMAS EAST
E
R
S
U
R
V
E
Y
,
ABSTRACT NO
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
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
'
S33
°
4
7
'
0
8
"
W
85.
4
3
'
S27
°
5
3
'
2
3
"
W
243
.
2
5
'
S32
°
1
1
'
1
5
"
W
93.
0
8
'
N5
2
°
2
7
'
1
2
"
W
45
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
FFE = 670.00
FFE = 671.00
FFE = 668.00
FFE = 678.00
67
8
.
3
0
68
0
.
0
1
67
8
.
7
8
68
1
.
0
3
67
9
.
5
0
683
.
7
6
68
2
.
2
0
68
5
.
3
6
±
ME
??
?
±
ME 68
1
.
7
5
68
2
.
5
9
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.
1
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6
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.
9
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.
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6
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2
65
9
.
3
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65
3
.
5
8
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65
3
.
3
4
±
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653
.
1
1
±
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65
3
.
7
5
±
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65
8
.
7
0
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9
.
0
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8
.
4
1
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8
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7
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9
.
7
1
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.
1
8
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9
.
9
0
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0
8
66
4
.
0
7
665
.
4
4
66
9
.
3
8
66
9
.
3
4
66
9
.
4
2
66
9
.
4
2
66
9
.
4
2
66
9
.
4
2
66
9
.
2
4
669
.
2
4
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9
.
4
1
66
9
.
4
2
66
8
.
7
8
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8
.
6
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66
8
.
6
9
66
8
.
7
8
667
.
8
7
667.
9
4
667.
9
4
PROP. EXPOSEDGRADE BEAM
PROP. RETAININGWALL
PROP. RETAININGWALL
PROP.RETAININGWALL
PROP.RETAININGWALL
PROP.
RETAININGWALL
677
.
5
5
67
7
.
5
5
67
7
.
7
4
677
.
7
4
677
.
2
7
67
7
.
4
5
677
.
2
7
67
7
.
4
5
PROP. RIDGE
67
4
.
9
3
67
4
.
6
6
67
5
.
5
2
67
5
.
7
6
67
6
.
0
0
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5
.
7
6
67
5
.
8
1
677
.
0
7
67
7
.
2
5
67
7
.
2
5
67
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.
0
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7
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2
6
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.
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8
.
0
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8
.
0
0
66
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66
8
.
0
0
66
8
.
0
0
66
7
.
1
2
66
8
.
0
0
66
4
.
8
9
67
2
.
5
4
66
7
.
9
2
66
8
.
1
0
67
6
.
0
7
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
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/27/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
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
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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
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
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
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
GRADING VOLUMES
CUT 32,861 CU. YD
FILL 11,317 CU. YD.
NET 21,544 CU. YD.
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 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
DOC. No. D179550021
MEADOW OAKS
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
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E
C
O
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C
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E
R
O
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D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASPH
A
L
T
R
O
A
D
W
A
Y
VARI
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
68
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 678
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
673
674
669
67
0
6
7
1
672
67
3
67
4
67
5
6
7
6
6
7
7
67
8
67
9
68
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
67
5
67
6
6
5
8
65
9
66
0
6
6
1
6
6
2
6
6
3
66
4
6
6
6
68
5
684
683
680
681
682
677
67
8
6
7
9
670
67
1
67
2
673
674
675
670
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 EAST
E
R
S
U
R
V
E
Y
,
ABSTRACT NO
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
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
'
S33
°
4
7
'
0
8
"
W
85.
4
3
'
S27
°
5
3
'
2
3
"
W
243
.
2
5
'
S32
°
1
1
'
1
5
"
W
93.
0
8
'
N5
2
°
2
7
'
1
2
"
W
45
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
EX-2
5.74 AC
13.74 CFS
EX. CONCRETE FLUME AND
HEADWALL ACCEPTING SITE FLOW
EX-1
7.42 AC
17.76 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
8/14/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
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
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
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
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
DOC. No. D179550021
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 6
MEADOW OAKS
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
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E
N
D
R
I
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C
O
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C
R
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T
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R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASPH
A
L
T
R
O
A
D
W
A
Y
VARI
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
68
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 678
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
673
674
669
67
0
6
7
1
672
67
3
67
4
67
5
6
7
6
6
7
7
67
8
67
9
68
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
67
5
67
6
6
5
8
65
9
66
0
6
6
1
6
6
2
6
6
3
66
4
6
6
6
68
5
684
683
680
681
682
677
67
8
6
7
9
670
67
1
67
2
673
674
675
670
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 EAST
E
R
S
U
R
V
E
Y
,
ABSTRACT NO
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
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
'
S33
°
4
7
'
0
8
"
W
85.
4
3
'
S27
°
5
3
'
2
3
"
W
243
.
2
5
'
S32
°
1
1
'
1
5
"
W
93.
0
8
'
N5
2
°
2
7
'
1
2
"
W
45
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
FFE = 670.00
FFE = 671.00
FFE = 668.00
FFE = 678.00
PROP. EXPOSED
GRADE BEAM
PROP. RETAININGWALL
PROP. RETAINING
WALL
PROP.
RETAININGWALL
PROP.
RETAININGWALL
PROP.
RETAININGWALL
PROP. RIDGE
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.
A
6.53 AC
54.30 CFS
D
4.93 AC
35.99 CFS
C
0.86 AC
2.38 CFS
B
0.84 AC
2.33 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
8/14/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
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
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
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
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
8" PVC
8
"
P
V
C
8
"
P
V
C
8" PV
C
8" PV
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.
PHASE 1
PHASE 2
MEADOW OAKS
DOC. No. D179550021
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 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 6
MEADOW OAKS
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
ASPH
A
L
T
R
O
A
D
W
A
Y
VARI
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.
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS EAST
E
R
S
U
R
V
E
Y
,
ABSTRACT NO
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
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
'
S33
°
4
7
'
0
8
"
W
85.
4
3
'
S27
°
5
3
'
2
3
"
W
243
.
2
5
'
S32
°
1
1
'
1
5
"
W
93.
0
8
'
N5
2
°
2
7
'
1
2
"
W
45
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 673.74
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 671.72
INSTALL:
1 - 45° BEND
FL 24": 668.46
INSTALL:
1 - SLOPED CONCRETE
HEADWALL
W/ 5'X5' RIP RAP
FL 24": 668.00
INSTALL:
1 - SLOPED CONCRETE
HEADWALL
W/ 5'X5' RIP RAP
FL 24": 668.00
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 669.74
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 670.72
24
"
H
D
P
E
@
1
.
3
5
%
24
"
H
D
P
E
@
0
.
6
6
%
24
"
H
D
P
E
@
0
.
5
0
%
12"
H
D
P
E
@
2
.
5
2
%
24
"
H
D
P
E
@
1
.
2
8
%
24" H
D
P
E
@
4
.
8
6
%
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
INSTALL:1 - 45° BENDFL 24": 664.19
INSTALL:
1 - 45° WYE
FL 24": 663.33
INSTALL:1 - 45° BENDFL 24": 663.97
INSTALL:
1 - SLOPED CONCRETE
HEADWALL
W/ 5'X5' RIP RAP
FL 24": 668.00
24
"
H
D
P
E
@
1
.
3
5
%
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 663.94
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 662.63
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 661.31
INSTALL:
1 - 5' MANHOLE W/ LID
FL 24": 660.13
INSTALL:
1 - 45° BEND
FL 24": 660.93
INSTALL:
1 - SLOPED CONCRETE
HEADWALL W/ 5'X5'
RIP RAP
FL 24": 651.00
24
"
H
D
P
E
@
0
.
6
1
%
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 672.00
INSTALL:
1 - 45° BEND
FL 24": 663.98
INSTALL:
1 - 45° BEND
FL 24": 663.91
INSTALL:
1 - 45° WYE
FL 24": 665.34
INSTALL:
1 - 45° WYE
FL 24": 665.73
INSTALL:1 - 45° BENDFL 24": 667.24
INSTALL:
1 - 45° BEND
FL 24": 671-95
INSTALL:1 - 45° WYEFL 24": 663.63
INSTALL:
1 - STRIAGHT WING
CONCRETE HEADWALL
FL 24": 650.02
INSTALL:
1 - STRAIGHT WING
CONCRETE HEADWALL
FL 24": 652.50
24" RCP @ 7.43%
PROPOSED WET POND
POND A
PON
D
B
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
9/24/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
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
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
PR
E
L
I
M
I
N
A
R
Y
D
E
T
E
N
T
I
O
N
C
A
L
C
S
C-5
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
9/24/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
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
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
POND A - GMI POND POND B - UNDERGROUND POND
8" PVC
8
"
P
V
C
8
"
P
V
C
8" PV
C
8" PV
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.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
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 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
ASPH
A
L
T
R
O
A
D
W
A
Y
VARI
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=676.65
FL-PVC=665.20 (E)
FL-PVC=665.12 (N)
SSMH-RIM=676.67
FL-PVC=664.88 (E)
FL-PVC=664.77 (W)
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 EAST
E
R
S
U
R
V
E
Y
,
ABSTRACT NO
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
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
'
S33
°
4
7
'
0
8
"
W
85.
4
3
'
S27
°
5
3
'
2
3
"
W
243
.
2
5
'
N5
2
°
2
7
'
1
2
"
W
45
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
PHASE 1
PHASE 2
INSTALL:1 - 45° BEND
CONNECT TO EX. WATER STUBINSTALL:
1 - 8" GATE VALVE
INSTALL:1 - 45° BEND
INSTALL:1 - 45° BEND
INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE
1 - 6" GATE VALVE25 LF OF 6" FIRE LINE
INSTALL:
1 - 45° BEND
INSTALL:1 - 45° BEND
INSTALL:1 - 45° BEND
INSTALL:
1 - 2" CORP. STOP.14 LF OF 2" IRR. LINE
1 - 2" IRR. METER PER CITYSTANDARD DETAILS
INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE
1 - 6" GATE VALVE31 LF OF 6" FIRE LINE
1 - 6" PLUG
INSTALL:1 - 2" CORP. STOP
74 LF OF 2" DOM. LINE1 - 2" DOM. METER PER CITYSTANDARD DETAILS
1 - 2" PLUG.
INSTALL:1 - 8"X6" TEE
14 LF OF 6" FIRE LINE1 - FHYD. ASSEMBLY PER CITY
STANDARD DETAILS
INSTALL:1 - 2" CORP. STOP
46 LF OF 2" DOM. LINE1 - 2" DOM. METER PER CITY
STANDARD DETAILS
INSTALL:1 - 2" CORP. STOP
46 LF OF 2" IRR. LINE1 - 2" IRR. METER PER CITY
STANDARD DETAILS
INSTALL:1 - 8"X6" TEE
1 - 8" GATE VALVE1 - 6" GATE VALVE
52 LF OF 6" FIRE LINE1 - 6" PLUG
INSTALL:1 - 8"X6" TEE
1 - 6" GATE VALVE16 LF OF 6" FIRE LINE1 - FHYD. ASSEMBLY PER CITY
STANDARD DETAILS PROP. FHYD.
INSTALL:1 - 45° BEND
PROP. FHYD.
CONNECT TO EX. 8" WATER STUBINSTALL:
1 - 8" GATE VALVE
INSTALL:1 - 90° BEND
INSTALL:1 - 22.5° BEND
INSTALL:8" WATER PIPE BEND
INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE
1 - 6" GATE VALVE5 LF OF 6" FIRE LINE1 - FHYD. ASSEMBLY PER
CITY STANDARD DETAILSINSTALL:1 - 8"X6" TEE
1 - 8" GATE VALVE1 - 6" GATE VALVE
32 LF OF 6" FIRE LINE1 - 6" PLUG
INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE
1 - 6" GATE VALVE97 LF OF 6" FIRE LINE1 - FHYD. ASSEMBLY PER
CITY STANDARD DETAILS
INSTALL:1 - 8"X6" TEE
1 - 8" GATE VALVE1 - 6" GATE VALVE19 LF OF 6" FIRE LINE
1 - 6" PLUG
INSTALL:1 - 2" CORP. STOP
19 LF OF 2" DOM. LINE1 - 2" DOM. METER PER CITY
STANDARD DETAILS
INSTALL:1 - 8"X8" TEE
2 - 8" GATE VALVES
INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE
1 - 6" GATE VALVE41 LF OF 6" FIRE LINE1 - 45° BEND
1 - FHYD. ASSEMBLY PER CITYSTANDARD DETAILS
INSTALL:1 - 45° BEND
CONNECT TO EX. 8"WATER STUB
INSTALL:1 - 45° BEND1 - 8" GATE VALVE
INSTALL:
1 - 2" CORP. STOP32 LF OF 2" DOM. LINE
1 - 2" DOM. METER
INSTALL:1 - 6"X6" TEE
2 - 6 "GATE VALVE42 LF OF 6" FIRE LINE
1 - FHYD. ASSEMBLY PER CITYSTANDARD DETAILS
INSTALL:1 - 6"X6" TEE2 - 6 "GATE VALVE
42 LF OF 6" FIRE LINE1 - FHYD. ASSEMBLY PER CITY
STANDARD DETAILS
PROP. FHYD.
INSTALL:1 - 45° BEND
PROP. FHYD.
PROP. FHYD.
8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC
6"
P
V
C
8"
P
V
C
8"
P
V
C
8" PVC
8"
P
V
C
8"
P
V
C
8" PVC
6" PVC
6
"
P
V
C
6"
P
V
C
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": 653.18
FL 8": 653.06
CONNECT TO EX.
SSWR MANHOLE
FL 8": ±645.90
INSTALL:
1 - 45° BEND
FL 8": 669.92
INSTALL:
1 - 45° BEND
FL 8": 669.09CONNECT TO EX. 8"
SSWR STUB
FL 8": ±665.17
END PROP. 8" SSWR SERVICE
SEE MEP FOR CONTINUATION
FL 8": 672.00
8" SSWR @ 2.93 %
8" SSWR @ 2.86%
8"
S
S
W
R
@
2
.
9
1
%
8"
S
S
W
R
@
2
.
8
8
%
8" SSW
R
@
2
.
9
2
%
8" SS
W
R
@
2
.
9
2
%
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 648.10
FL 8": 647.98
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
7/27/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
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:
8
1
7
.
2
8
1
.
0
5
7
2
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D
F
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7
6
0
2
1
W
W
W
.
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M
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N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
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R
S
24
5
0
C
R
O
O
K
E
D
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A
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SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
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
S
.
N
O
L
E
N
D
R
I
V
E
C
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N
C
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.
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.
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L
A
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ASP
H
A
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R
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I
A
B
L
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W
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R
.
O
.
W
.
6255
6254
6256
6257
6258 6259
6283
6264
6270
6271
6273
6272
69606959
6958
6957
6956
6951
9072
9074
9073
9071
6274 6276
6277
6274
6275
6279 6280
6281
6282
6269
6266
6261
6265
6260
6264
6263
6267
6262
6284
6285
6286
6287
6288
6291
6290
6289
6292
6293
6294
9100
9103
9098
9101
9099
91029109
91079108
9111
9238
6813
9239
9240
9241
9242
9237
9236
6295 62996297
6296
6401
6300
6298
6402
6403 9124
9123 9105
9106
9122 9121
9118644
6405
6406
6407
6408
6826
9006
9064
9066
9067
9068
9070
9125
9163
9162
9164
9161
9177
9243
9244
9246
9256
92609261
9263
9264
9112
9095
9096
9092
9093
9094
9183
9184
9182
9186
9185
9091
9090
9128 9129 9152
9136
9135
9137
9134
9133
9131
9130
9139
9140
9142
9141
91479226
9225
9143
9144
9189
9138
9197
9196 91999200
9195 9201
9194 92089206
6814
6815
9204
9205
9209
9210
9213
92119203
9190
9191
9212
9148
9145
9149
9188
9150 9151
6816
6820
6818
6819
6817
9215
92149216
9218
9217
9222
9219
9220
9221
9223
9224
9175
9174 91679168
9165
9166
9181
917191729173
9176
9178
9179
9180 9160
9159
9158
9157
9156
91559154
90899088
9097
9087
9086
9085
90849083
9082
9081
9080
9079
9115
9104
9114
9117
9120
9119
90589113
9116
9057 9054 9053 9049
9048
9046
9047
9045
68216822
6823
6824
9036
9035
68259037
9038
90399009
9034
9033
9044
9043
9042
9050
9051
9052
9056
90209055
9027
90269025
9024
699369946992
6990
69876988
6989
6986
6991
6982
6981
6979
6980 6984
6985
6828
6827
90059004
9003
9002
9001
6978
6977
6975
6976
6968
6971
6974
6983
6966
6967
69646963
6926 6973
6962
6961
6912
69176916
69136914
69156911
6910
6909 6908
69076906
6905
69036902
6904
6833
6830
6831
6832
6848
6849
6850
68516852
6853
6855
6834
6856
6918
6919
6920
6854
9075
9076
9077
9078
9069
6943
6942
69446950
6949
6948 6945
6947
6946
6941
6940
6939
6938
6935
6934
6933
6932
6931
6879
6879
6880
6881 6882
68836884 6886
68876885
68926893
6930
6894
6896 6891
6888
6890
68896898
6897
6900
6899
6895
6847684668456844
6870
6871 6843
6869
6874
68726873
6876 6875
6877
6867 6868
6862 6842
6840
68396838
68376861
6859
6860
6863
6864
6866
6865
6901
6929
6858
6857
6836
6835
9007
9008
9013
6999
700069976998
6995 6996
901490129011
9010
9040
9032
9029
9030
9041
9031
9015
9016
9017
90189019
9021
90239022
9110
9127
9255
9235
9266
9265
9249
9248
9247
92519250
9252
9253
9254
9262
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92349233923092319232
9245
6829
69696970
6952
6953
6955
6954
6937
6936
9065
69286927
9063 6921
69226923
6924
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90619062
90609059
6811
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9028
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1441
1440
1440
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
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674
669
67
0
6
7
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67
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67
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68
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68
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6
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3
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68
5
684
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68
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68
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68
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67
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67
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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'
S37°55'31"E
227.97'
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
'
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.
FFE = 670.00
FFE = 671.00
FFE = 668.00
FFE = 678.00
67
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PROP. RIDGE
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0
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
8/17/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
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.
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U
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#
4
0
6
PH
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:
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W
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.
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G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
24
5
0
C
R
O
O
K
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H
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A
K
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,
T
X
7
6
0
9
2
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
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
TP-1
TR
E
E
P
R
E
S
E
R
V
A
T
I
O
N
PL
A
N
(
1
O
F
3
)
N.T.S.
VICINITY MAP
FM 1709 - SOUTHLAKE BLVD
S.
K
I
M
B
A
L
L
A
V
E
.
NO
L
E
N
D
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I
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E
SI
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I
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D
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.
KIMBALL HILL CTEA
S
T
W
O
O
D
D
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.
MA
N
C
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S
T
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T
N.T.S.
ENGINEER
CLAYMOORE ENGINEERING
1903 CENTRAL DRIVE
SUITE #406
BEDFORD, TX 76034
PH. 817.281.0572
CONTACT: CLAY CRISTY, PE
EMAIL: CLAY@CLAYMOOREENG.COM
ARCHITECT
O'BRIEN
5310 HARVEST HILL RD. STE. 136
DALLAS, TX 75230
972.788.1010
CONTACT:
SEAN O'BRIEN
OWNER
ZADA M WHITE ESTATE TRUCST
425 RIDGE DR.
GRAPEVING, TX 76051
ANDREW JAMES
N.T.S.
LEGEND
TREES TO BE PRESERVED
TREES TO BE REMOVED
TREE PRESERVATION SUMMARY
GROSS SITE AREA 573,412 SF
EXISTING CANOPY TREE
TOTAL AREA 244,826 SF
EXISTING TREE CANOPY
TO BE REMOVED
EXISTING TREE CANOPY
TO REMAIN
**NOTE:TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE
LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED
WITH ARIAL IMAGERY
TREE REPLACEMENT & PROTECTION
PROCEDURES FOR THE CITY OF SOUTHLAKE
-SEE SEC. 9.5.379 - TREE REPLACEMENT AND
TREE PROTECTION STANDARDS IN THE CITY
OF SOUTHLAKE CODE OF ORDINANCES.
182,104 SF
62,722 SF
SEE TREE SURVEY FOR SIZE AND SPECIES
74.4%
25.6%
42.7%
MARGINAL TREES
LIMITS OF PROPOSED GRADING
SITE
CR
O
O
K
E
D
L
N
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.
DOC. No. D179550021
LOT 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 6
MEADOW OAKS
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
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I
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A
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.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
6255
6254
6256
62576258 6259
6283
6264
6270
6271
6273
6272
696069596958
6957
6956 6951
9072
9074
9073
9071
6274 62766277
6274
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6279 628062816282
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6260
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6267
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9135
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6820
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9002
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6876 68756877
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6811
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9153
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9028
91939192
9207
1441
1440
1440
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS EAST
E
R
S
U
R
V
E
Y
,
ABSTRACT NO
.
4
7
4
N89°19'39"E 868.70'
S37°55'31"E
227.97'
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
'
S33
°
4
7
'
0
8
"
W
85.
4
3
'
S27
°
5
3
'
2
3
"
W
243
.
2
5
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S32
°
1
1
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1
5
"
W
93.
0
8
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2
°
2
7
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1
2
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W
45
3
.
1
0
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°
3
4
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4
0
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W
62
5
.
3
7
'
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
9/24/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
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.
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U
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#
4
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W
W
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C
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E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
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(
2
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TP-2
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
9/24/2020
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
PRELIMINARY
CLAYMOORE ENGINEERING
File No:2020-076
19
0
3
C
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