Item 9 - PlansApprox. Tower & Compond Area
14.48'25.02'
12.89'
36.32'33.35'54.85'5.00'97.81'51.15'72.55'49.30'12.35'70.55'12.07'73.80'41.55'92.98'22.25'30.30'51.67'
35.55'18.80'92.20'24.65'15.80'94.40'71.87'48.81'37.50'64.60'24.81'61.77'5.53'
7.95'9.70'113.93'
113.93'35.39'35.39'36.20'36.20'84.23'
84.23'
100.07'
100.07'51.13'51.13'102.50'102.50'50.30'50.30'15.10'7.84'
9.22'9.09'169.68'10.56'9.75'11.15'164.99'109.79'
8.25'
POST
WOOD GAURD
=579.73
FLOOR ELEVATION
FL 24" RCP= 580.66
FLOOR ELEVATION=580.70
RIM ELEVATION=592.87
RIM ELEVATION=593.71
RIM ELEVATION=598.44
RIM ELEVATION=597.49
RIM ELEVATION=598.39
FL 24" RCP= 587.55
GRATE INLET
FL 36" HDPE= 588.20
TOP NUT= 588.25
FL 24" RCP= 588.45
FL 24" RCP= 588.46
FL 24" RCP= 588.49
FL 24" RCP= 588.57
TOP NUT= 589.07
w/ROCK RIP-RAP
TOP NUT= 589.28
FL 18" RCP= 589.47
GRATE INLET
5/8" IRF
SIGNS
2-ATT
FL 12" RCP= 590.2012" RCPSPEAKER
SPEAKER
SPEAKER
SPEAKER
STANDARD
STADIUM LIGHT
STANDARD
STADIUM LIGHT
STANDARD
STADIUM LIGHT
STANDARD
STADIUM LIGHT
2-GUYS
WATER VALVE WVSIGN
XING
PED
FL 15" RCP= 590.51
FL OUT (SW) 8" PVC= 590.90
FL IN (N) 8" PVC= 590.95
FL OUT (S) 8" PVC= 588.94
FL IN (NE) 8" PVC= 589.80
FL IN (N) 8" PVC= 588.96
FL IN (W) 8" PVC= 588.96
FL IN (S) 8" PVC= 593.71
FL IN (N) 6" PVC= 594.37
FL IN (W) 14" PVC= 593.77
FL IN (E) 8" PVC= 594.60
FL IN (N) 6" CLAY= 594.63
5/8" IRF
FLOOR ELEVATION=590.53
T
E
MFL 12" RCP= 590.66
TOP= 592.23
T
= 590.72
8" PVC
FL
BURIED GAS SIGN
BURIED GAS SIGN
E G
GAS TEST STATION
G
T
YIELD SIGN
PED XING SIGN
FL 6" PVC= 590.93
FL 4" PVC= 591.71
FL 8" PVC= 590.93
FIBER OPTIC SIGNS
YIELD SIGN
3-BOLLARDS
T
T
PAD
ADA BRICKPAD
ADA
WATER VALVE
WV
FL 24" RCP= 591.40
FL OUT 30" RCP= 591.55
WATER VALVE
WV
ROUNDABOUT SIGN
FL IN 24" RCP= 591.64
5/8" IRF
S
FL 24" RCP= 592.01
GRATE INLET
SSCO
592.11
HDPE=
FL 12"
FIBER OPTIC SIGN
FL (SE) 24" RCP= 592.23
2'X2' GRATE INLET
GRATE INLET
FL (NW) 24" RCP= 592.32
SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE
LOADING DOCK SIGN
2-IRR4-BOLLARDSPPEM
6" PVC GRATE INLET
STORM DRAIN MH
FL 10" PVC= 592.84
S
5/8" IRF
FHPPFENCELINK CHAIN 593.14
HDPE=
FL 12" 4" PVCWIRRCOURT
TENNIS
CONCRETE
FL 30" RCP= 593.56WS
E FLOOR ELEVATION=593.79
FLOOR ELEVATION=592.28
FL 30" RCP= 593.84
FL 12" HDPE= 593.91
FLOOR ELEVATION=593.93
IRRCHAIN LINK FENCE
CHAIN LINK FENCE
(CAN NOT OPEN)
CURB INLET
FIBER OPTIC SIGN
FL 12" RCP= 594.06
GATEOPTIC SIGN
BURIED FIBER
5/8" IRF
TRANSMISSION TOWERTRANSMISSION LINETRANSMISSION LINETRANSMISSION LINECHAIN LINK FENCEFL 24" RCP= 594.30
1/2" CIRF
RCP= 594.41
FL 24"
594.53
HDPE=
FL 18"
HDWL10" P
VCFL 12" HDPE= 594.69FLOOR ELEVATION=594.73594.89
HDPE=
FL 18"
5/8" IRF
FL 12" HDPE= 595.24
2-BOLLARDS2-BOLLARDS
2-BOLLARDS 2-BOLLARDSCABLE FENCECABLE FENCE GRATE INLET
GRATE INLET
GRATE INLET
GRATE INLET
POST
SIGN
POST
SIGNKLAWEDIS ETERCNOCIRR
ISD SIGN
CARROLL
IRR
TOP NUT= 595.70
w/WOOD GAURD POSTS2 4 " RCP
24" RCP
HDWL
SIGN
STOP
SIGN
STOP
IRR
GATE
FIBER OPTIC SIGN
2-HAND RAILS
SIGNS
2-HANDICAP CHAIN LINK FENCESIGN
PARKING
NO
SIGN
PARKING
NO
BRICK WALK w/PAVEMENT
ASPHALT
PARKING
ASPHALT
SIGNS
3-HANDICAP
BOLLARD
BOLLARD
5-BOLLARDS
PAD
ADA
E TOP NUT= 596.73
SSCO
BRICK PAVEMENT
FL 24" RCP= 596.88
T5-SSCO 2-SSCO
2-SSCO
STORM DRAIN MANHOLE
SIGN
STOP
GRATE INLET
2'X2' GATE2'X2' GRATE INLET
2'X2' GRATE INLET
IRR
FLOOR ELEVATION=597.15
RIM ELEVATION=602.81
FL 24" RCP= 597.21 2'X2' GRATE INLETSIGN
STOP
TOP NUT= 597.29
BOLLARD30" RCPDRIVE
ASPHALT
DRIVE
ASPHALT
FL 6" PVC= 597.47
FL 6" PVC= 596.85 3-6" PVCS
FL 6" PVC= 597.53
FL 6" PVC= 596.85
1
2
" RCPTOP NUT= 597.54
FL 6" PVC= 597.56
FL 6" PVC= 596.88
PARKING SIGNS
2-HANDICAP
BURIED FIBER OPTIC SIGN 12" HDPECURB INLET
WATER VALVEWV
S
w/4-CLEANOUTS
SANITARY SEWER MANHOLE
(CAN NOT OPEN)
SANITARY SEWER MANHOLECANOPY
BOLLARD
OPTIC SIGN
BURIED FIBER
FIRE HYDRANT
H
D
W
L
FH
E TRANSFORMER
EQUIPMENT/
ELECTRICAL
BRICK
GATE
GATE
E IRRDOCK
LOADING
FL 24" RCP= 598.23
LANDSCAPE
LIGHT
IRRSSCO
GATE IRR2-FLAG POLES
RACK
BIKE
GOAL
BASKETBALL
E E
BENCH
TABLE
PICNIC
TABLE
PICNIC
PICNIC TABLES
BENCH
BENCHE IRRS
BRICK
IRR
E 5/8" CIRF
1/2" CIRF (CBG)
5/8" CIRF (CHEATHAM)
5/8" CIRF (CHEATHAM)
1/2" CIRF (CBG)
FENCE
LINK
CHAIN
COLUMNS
4-2.5X2.5
S
GATE2-SSCO
SSCO
WALL WALL
FL 24" RCP= 598.48
SSCO
SSCO
GVTCANOPYT
W
RD
GATECANOPY
ET
GATE
RD
WALL
CANOPY
SSCOMETAL WALLAREAEQUIP.4-SSCO
EM
ETCANOPY
CHAIN LINK FENCE
WATER VAULT
2-SSCOT EM
B U ILDING
C INDE R B LO C K
CHAIN LINK FENCE
G WCHAIN LINK FENCEFENCECHAIN LINK GATE
AC AC
E GATE GATE
SIGN
HANDICAP
E
W
GATECANOPY
2-SSCO
CAN
TRASH
CAN
TRASH
TRASH CAN
IRREM
EPEVIR
D
ETERCNOC
POSTSw/WOOD GAURD CABLE FENCE(2346)
5/8" CIRF
HAND RAIL
FL 24" RCP= 598.96
BUILDINGMETAL5,155.750 SQ. FT.GATEWV2-WATER VALVES
2-GUYS2-GATESWVE CHAIN LINK FENCE
FL 24" RCP= 599.18
4-SSCO
PARKING
ASPHALT
CONCRETE DRIVE
PARKING
CONCRETE PADRANGEDRIVING CONCRETE SIDEWALKCONCRETE SIDEWALKCONC SIDEWALKCONC.
WALKCONC.
PARKING
CONCRETE CONCRETE SIDEWALKCONCRETE SIDEWALKCONCRETE SIDEWALKCONC SIDEWALKCONCRETE DRIVECONCRETE DRIVECONCRETE DRIVECONCRETE SIDEWALK
PARKING
CONCRETE CONCRETE PARKINGCONCCONCP AVE ME NT
GRAVE L
PAVEMENT
GRAVEL CONCCONCCONC
PARKING
CONCRETE
CONCRETE DRIVE
CONCRETECONCRETE SIDEWALKCONC. SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK PAVEMENTGRAVELCONC
CONC
CONC
ET
GATE
BLEACHERS
BLEACHERS
EMTASPHALT TRACK
ASPHALT TRACK
SPORTS FIELD & TRACK
PAD
TRACK
SURFACE
MULTI- E WALLS
2-RET. IRRECNEF KNIL NIAHCTRANSMISSION TOWER
1/2" IRF (LEANING)BENCH GATESCOREBOARD SIGN
3-IRR
EPIRR
SIGN
SLOW
DRIVE CHAIN LINK FENCEKCART TLAHPSAGATECHAIN LINK FENCE
CHAIN LINK FENCE
KCART TLAHPSA WALLGATE
GATE
FLAG POLE
EMTTEPE ET
FLAG POLE
SCOREBOARD SIGN
STATE CHAPIONCHIP SIGN
SCOREBOARD SIGN
DISCUS THROWING CAGE
DISCUS THROWING CAGE
PLAY CLOCK SIGN
T
GATE
GOAL POST
POLE VAULT TRACKGATEPAD
ADA
PAD
ADA
PAD
ADA
PAD
ADA
PADS
2-ADA
PAD
2-ADA
GATE
OPTIC SIGNS
w/2-BURIED FIBER
SCORE BOARD
WATER VALVE WVGOAL POST
GOAL POST
LONG PUMP TRACKS
E GOAL POST
30.67'
GUY
29.75'30.57'30 MPH SIGNWROUGHT IRON FENCE WROUGHT IRON FENCE WROUGHT IRON FENCE
29.9'6-WOOD GAURD POSTSWOOD FENCEFOOT BRIDGE
w/2-HAND RAILS
BLEACHERS
BLEACHERS BLEACHERS
w/WOOD GAURD POSTS
PIPE CABLE FENCE
w/WOOD GAURD POSTS
CABLE FENCE
w/WOOD GAURD POSTS
CABLE FENCE
3/8" CIRF
BLEACHERS
S
GUY
E AREA
SHOT PUT
AREA
SHOT PUT
SAND TRAPS
GOLF PRACTICE
STONE BUILDING
STONE BUILDING
STONE BUILDING
113,737.885 SQ. FT.
BRICK/STONE BUILDING
1-STORY
3,049.126 SQ. FT.
4,031.982 SQ. FT.
BUILDING
METAL
5,116.58 SQ. FT.GATEw/WOOD GAURD POSTSCABLE FENCEE 3/8" IRFFL OUT (E) 8" PVC= 593.77
FL IN (W) 8" PVC= 593.78
FL IN (N) 8" PVC= 593.93
EM GUY
GOAL POST
GATE
WOOD FENCEWOOD FENCESANITARY SEWER MANHOLE
1/2" CIRF (CBG)1/2" IRFGATEBLOCK B
LOT 10LOT 12LOT 2LOT 1TR 1D, A-299EMERALD ESTATES SOUTH
BLOCK 1
LOT 1R
LOT 6
LOT 5 LOT 4
LOT 3
LOT 1
LOT 2 LOT 1
LOT 1
BLOCK 1 LOT 1BLOCK 2
EMERALD ESTATES
J.L. CHIVERS SURVEY A-348
N.E. THOMPSON A-1563
PRTCT
INST. D213301577
OAK BEND ADDITION
LOT 7LOT 6LOT 5
LOT 4
LOT 3
LOT 1
LOT 8
LOT 4
LOT 3LOT 2
LOT 1
BLOCK A
BLOCK B
LOT 9
OAK BEND COURT
INST. D211081889 PRTCTWINFIELD ESTATESLOT 14 OPEN SPACELOT 9LOT 10INST. D211047988 PRTCTNO.299 ADDITIONA.H. CHIVERS PRTCTINST. D198179643 VOL. 12968, PG. 528DRTCTMILLER, MICHAEL &CYNTHIA L. MILLERCOURTWINFIELD ESTATES
QUAIL CREEK
PRTCT
VOL.388-118,PG.92,
PRTCT
VOL.388-18,PG.92
ROAD ESMT.
12' UTIL. &
VOL. 388-165, PG. 48, PRTCT STREETTAYLOR PRTCTVOL.388-18,PG.92DRNG. ESMT.15' UTIL. & LOT 11
PRTCTVOL.388-18,PG.9210' UTIL. ESMT.DRTCTINST. D19719579615' UTIL. ESMT.PRTCTINST. D2133015775' TRI-COUNTY ESMT.PRTCT
D200239900
UTILITY EASEMENT
15' DRAINAGE &D200239900 PRTCT15' DRAINAGE & UTILITY EASEMENTD200239900 PRTCT
10' UTILITY EASEMENT
PRTCT
D200239900
EASEMENT
15' UTILITY PRTCTD200239900 ACCESS ESMT.30'X 539' PED.PRTCT
D200239900
EASEMENT
10' UTILITY LINE ESMT.TU TRANSMISSION 30' BUILDING LINE30' BUILDING LINE
PRTCT
CAB. A, SL. 1929
ESTATES
LONESOME DOVE 86.35'S89°48'42"WC1S89°48'42"W 560.53'NORTH CARROLL AVENUEEAST DOVE STREETS00°01'18"E 1,411.33'
N00°01'18"W 1,358.16
N89°17'27"E898.90'0 6030 120
1 inch - 60 ft.
P:\Carroll ISD No. 3\TITLE-ALTA SURVEY\Carroll ISD-TITLE-ALTA.dgn
ISSEF OL
DNA YEVRUS
G
ORP
ERETATS
RA
LANO
DERETSIXETFO
5894
S
PHILIP B. WOLTERS
Texas Registration Number 5894
Registered Professional Land Surveyor
Philip B. Wolters Date
Solutions you can build upon
TBPLS FIRM REGISTRATION NO. 10021800
EMAIL: phil.wolters@neel-schaffer.com
PHONE: 817-548-0696
CONTACT: Philip B. Wolters, RPLS No. 5894
2501 Avenue J, Suite 120, Arlington, Texas 76006
NEEL-SCHAFFER, INC
OWNER SURVEY DATE- MARCH 31, 2025
2400 N. CARROLL AVENUE
INST. NO. D200239900 PRTCT
LOT 1, BLOCK 1
CARROLL I.S.D. ADDITION No. 3
PAGE 1 of 1
MARCH 31, 2025
817-949-8222
SOUTHLAKE, TX 76092
2400 NORTH CARROLL AVE.
CARROLL I.S.D.
NOTES:
ADDITIONS OBSERVED IN TH PROCESS OF CONDUCING FIELD WORK.
THERE IS NO EVIDENCE OF EARTH MOVING WORK, CONSTRUCTION, OR BUILDING
1.
2.
3.
4.
5.
6.
NO CHANGE TO STREET RIGHT-OF-WAY LINES
7.
and does not lie within a flood prone hazard area. effective date 09/25/2009.
According to the F.I.R.M. No. 48439C0085K, the subject property lies in Zone "X"
TARRANT COUNTY, TEXAS UNLESS OTHERWISE NOTED.
No. 3, LOT 1, BLOCK 1, RECORDED UNDER INSTRUMENT No. D200239900 PLAT RECORDS,
ALL EASEMENTS WERE CREATED BY THE SUBJECT PROPERTY PLAT, CARROLL I.S.D. ADDITION
ALTA SURVEY
8.
CURRENT ZONING IS CLASSIFIED AS- COMMUNITY SERVICE (CS)
GROSS LAND AREA= 1,232,057.635 SQ. FT. - 28.284 ACRES
THAT ARE NOT SHOWN HEREON.
FOR ANY EASEMENTS, LEASES AND AGREEMENTS
SURVEYOR IS NOT RESPONSIBLE OR LIABLE
BENEFIT OF A PROVIDED TITLE COMMITMENT.
THIS SURVEY WAS PREPARED WITHOUT THE 110.69'108.17'110.62'
145.92'199.06'92.61'3.92'25.33'
- NORTH CENTRAL ZONE (NAD83)
BEARINGS BASED ON TEXAS STATE PLANE COORDINATE SYSTEM OF 1983
No.RADIUS DELTA ARC LENGTH CHORD BEARING & DISTANCE
C1 728.94'20°12'42"N80°03'24"W 255.81'
CURVE DATA113.38'
111.79'
257.14'
T
E
EM
T
ET
ELECTRIC RISER
TELEPHONE MANHOLE
TELE BOX
ELECTRIC METER
TELEPHONE VAULT
ELECTRIC BOX
POWER POLE
ELECTRIC TRANSFORMER
EP ELECTRIC PANEL
LEGEND
AC
RD
IRR
G
S
G
GV
GAS MANHOLE
ROOF DRAIN
AIR CONDITIONING UNIT
FIRE HYDRANT
IRR VALVE
LIGHT POLE
SANITARY SEWER MANHOLE
GAS METER
GAS VALVE
PROPERTY DESCRIPTION
SQUARE FEET OR 28.284 ACRES OF LAND.
AND CONTAINING 1,232,057.635POINT OF BEGINNING THE
CARROLL I.S.D. ADDITION No. 3, A DISTANCE OF 1,411.33 FEET TO
ALONG SAID WEST LINE, SAME BEING THE EAST LINE OF SAID
SOUTH 00 DEGREES 01 MINUTES 18 SECONDS EAST,THENCE
CORNER OF SAID CARROLL I.S.D. ADDITION No. 3;
LINE OF SAID NORTH CARROLL AVENUE, FOR THE NORTHEAST
TO A FOUND 5/8" IRON ROD CAPPED (2346) IN THE WEST
SAID CARROLL I.S.D. ADDITION No. 3, A DISTANCE OF 898.90 FEET
ALONG SAID SOUTH LINE, SAME BEING THE NORTH LINE OF
NORTH 89 DEGREES 17 MINUTES 27 SECONDS EAST, THENCE
OF SAID OAK BEND ADDITION FOR CORNER;
CARROLL I.S.D. ADDITION No 3, SAME BEING THE NORTHEAST CORNER
388-118, PAGE 92 PRTCT, FOR THE NORTHWEST CORNER OF SAID
SOUTH LINE OF BLOCK B, QUAIL CREEK ESTATES, RECORDED IN VOLUME
OF 1,358.16 FEET TO A FOUND 1/2" IRON ROD CAPPED (CBG) IN A
SAME BEING SAID EAST LINE OF OAK BEND ADDITION, A DISTANCE
ALONG THE WEST LINE OF SAID CARROLL I.S.D ADDITION No. 3,
NORTH 00 DEGREES 01 MINUTES 18 SECONDS WEST,THENCE
CORNER OF SAID CARROLL I.S.D. ADDITION No. 3;
INSTRUMENT No. D213301577 PRTCT FOR THE SOUTHWEST
IN THE EAST LINE OF OAK BEND ADDITION RECORDED UNDER
FEET TO A FOUND 1/2" IRON ROD FOUND CAPPED (CBG) IN THE
CONTINUING ALONG SAID NORTH LINE, A DISTANCE OF 560.53
SOUTH 89 DEGREES 48 MINUTES 42 SECONDS WEST,THENCE
5/8" IRON ROD CAPPED (CHEATHAM) FOR CORNER;
NORTH LINE, AN ARC DISTANCE OF 257.14 FEET TO A FOUND
ALONG SAID CURVE TO THE LEFT, SAME BEING SAIDTHENCE
A DISTANCE OF 255.81 FEET;
OF NORTH 80 DEGREES 03 MINUTES 24 SECONDS WEST WITH
OF 20 DEGREES 14 MINUTES 15 SECONDS, A CHORD BEARING
THE LEFT WITH A RADIUS OF 728.94 FEET, A CENTRAL ANGLE
SAID CORNER ALSO BEING THE BEGINNING OF A CURVE TO
FOUND 5/8" IRON ROD CAPPED (CHEATHAM) FOR CORNER,
ALONG SAID NORTH LINE, A DISTANCE OF 86.35 FEET TO A
SOUTH 89 DEGREES 48 MINUTES 42 SECONDS WEST, THENCE
I.S.D. ADDITION No. 3;
AVENUE FOR THE SOUTHEAST CORNER OF SAID CARROLL
DOVE STREET AND THE WEST LINE OF NORTH CARROLL
(CBG) IN THE INTERSECTION OF THE NORTH LINE OF EAST
AT A FOUND 1/2" IRON ROD CAPPEDBEGINNING
BOUNDS AS FOLLOWS:
BEING MORE PARTICULARLY DESCRIBED BY METES AND
PLAT RECORDS, TARRANT COUNTY, TEXAS (PRTCT) AND
AS RECORDED UNDER INSTRUMENT No. D200239900
No. 3 ALL OF LOT 1, BLOCK 1 CARROLL I.S.D. ADDITIONBEING
BEGINNING
POINT OF
March 31, 2025.
3, 4, 7(a), 7(b), 7(b1), 8, 16, 17, 18 of Table A Thereof. The field work was completed on
Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2,
accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land
This is to certify that this map or plat and the survey on which it is based were made in
that:
SOUTHLAKE PARKS DEVELOPMENT CORPORATION;
CITY OF SOUTHLAKE;
CARROLL I.S.D.;
State of Texas, do hereby certify to;
a Registered Professional Land Surveyor of the
I, Philip Wolters, of Neel-Schaffer Incorporated,
SURVEYOR'S CERTIFICATION;
LOT LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINEPROPOSED