HomeMy WebLinkAboutGrapevine High School 6/7/2021I
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Cemetery
m
' MArCHLINE (SEE SHEET 2)
KEN JOHNSON L90 L33 2�
% (VOL. 6475, PG. 787) IRS} J , �? L9 I
„
'f •Ik / MARTHA ILENE HUBBARD / �9ti <�\ \� I 1 7 I PROJECT LOCATION
� 1,
TEETERS TRUST � 09 � J
, (INST N0. b208295776) / ��- -- 1 Lao I cel a
j ,r �\ t� •�� �� L31 ? I- I to 01
,✓U✓ % / \ '� ,fig fir° = ILO
(� M i o Q
1/4--INCH IRON I ~ W z w T-
-co / ROD FOUND I I -J W Cy ' I N Y W cU o�
r 1 10 UTILITY EASEMENT \ d.,��ZI
R6 (BY THIS PLAT) �r !�J -i _J 00 I 0000 ,;_ ® Z 00 `
"�'
i , ,� � y .M 7.5 UTILITY EASEMENT i I I ' Ill0p r0 mco
n
vCr (VOL. 388-197, PG. 6) I W I m �, I"�i� lu
25' BUILDING LINE �,'�3 �/ "�\"� DRAINAGE MI Ir o „W,
P / BY THIS PLAT �J / 10 EASEMENT w _' 10� _J C� - M o W a 4 ' „ %A jInA1�SC® �6-V
( ) �+ / O UTILITY EASEMENT i` O ! - /
F� --- �. / �'� (BY THIS PLAT) �.
.�i0 E40 / ' (BY THIS PLAT) I I LOT 7 ( 70' R.O.W. 1 I B ! 71/!
/ 7.5 UTILITY EASEMENT
��O /, L 9 <� ` �`_"\ � _ - (NOT TO SCALE)
G '�
(VOL. 388-197, PG.) I _ I - i
7.5' UTILITY EA EMEf� T j\
L36 ' (VOL. 388 126, PG. 10)
DRAINAGE EASEMENT ' \ / "°�10,� -" L38 I 8�®2�' �" IRS2-INCH IRON ROD
(CAB. A, SL. 1808) \ �. ( /
PgS - M L w/ "CBG" CAP FOUND AREA
(ABANDONED BY THIS PLAT) + -._ , . 4 '
IRS / a_ \ �� ) TABLE
J 1 �i » 5/8--INCH IRON
L1 = ROW DEDICATION 0,000 AC 0 SF
/�`�'/°�'O•� \ �`w �`®� �i X ROD FOUND (C.M.) �, L14 ,� TOTAL PLATTED AREA 100.879 AC 4,394,296 SF
I L1 }
, 1� Q��®L \ \ '"?a, - 0�� �� ® (SEE
N — 7,018,960.$0' �O) NET PLATTED AREA 100.879 AC 4,394,296 SF
/ \ �°� �T/,I� ®° .(fit®!t4 •gv e/ E - 2,392,508.33' L1 77 ��.
�Q ®O�` % \ '\ QQ •�® ,�q6 L41 �, L196 L20$ EASEMENT DEDICATION 1i9.898 AC 866,770 SF
�% x ' o _ >
✓ 10 UTILITY EASEMENT Q' v cP L207
s�2),'O%' (CAB. A, SL. 1 sos) �c`' r�`v' �/ ' p7 / �% y,��`' o z o z
oa z
LOT 1 ; BOCK 1 \ / ' -- DRAINAGE EASEMENT F-- o F s Z = N
I_
i -� / \ ®Co (CAB. A, SL. 1809) 0 v w n - U
/ PEVINE HIGH SCHOOL �; r GRA
\ sr� ,. i'•' !i (ABANDONED BY THIS PLAT) MINIMUM FINISHED FLOOR I �� oz� C I I ?® Ll
/IRS ° / ADDITION (PHASE II �• ELEVATION = 58I.3 0) Ld � c� — IZ
rT� -_ ___ ``eg \ i- 0. w = 1 = �o Q.. PROPERTY LINE
(CAB. A, SL. 1808) —� \ / \\ J � � J I '- � -- EASEMENT LINE
/ (FILED: JULY 22, 1994 T 1 1 ow > W CD — — SETBACK LINE
) <a / .2) : o LOT 1 R BLOCK L193
/ \ So / \\ �� GRAPEVINE HIGH SCHOOL L192 Ir a-Q 10 ®W 1 1/2-ROLLING MONUMENT
_. (CAB. A, SL. 1809) ADDITION L1s1 ¢m v I J z (�5.) CONTROLLING
/ _ I 00
DRAINAGE EASEMENT 15' SANITARY SEWER EASEMENT \ 0 50 100 200 300 W/ P'NCH IRON ROD
ACHECO KOCH" CAP SET
GRAPEVINE-•COLLEYVI \m � ' LLE BY THIS PLAT VOL388-197, PG, 6 I _ _- P7
INDEPENDENT SCHOOL DISTRICT ( ) i�1 (VOL.( ) ,\ (FILED: DULY 22, 11994) W GRAPHIC SCALE IN FEET XS PK N UT IN CONCRETE SET
(VOL. 10834� PG. 1211) / / N1 � >' \ \ I GRAPEVINE INDEPENDENT AIL W/"PACHECO KOCH"
as 0 „ PKWWS WASHER SET
r r' I _ > 1 = 100 BASE FLOOD ELEVATION PER FEMA
�- � = I � (VOL. 10826,I PG. 2269) •/ � •� � � SCHOOL DISTRICT I � .72' R.O.W. �
(VOL. 4474, PG. 994) I I ° BFE MAPSi REFERENCED IN NOTE 2 HEREIN
LO
®® / �1 8 5 j ``'�. `�' \ ` (VOL. 4475, PG. 1) ® 25 BUILDING LINE- -�---F
/ <`'�L1- v BY THIS PLAT _ MFF MINIMUM FINISHED FLOOR PER CITY
Q r-
O I J' S4 Ll �` \\ 1 \ VOL. 5976, PG• 316 � � ( ) I I OF GRAPEVINE DRAINAGE ENGINEER
1 W �1 1-_ SPRINT SPECTRUM L.PI S8 �� �f, ( )
CL1 07 to LEASE AGREEMENT
�r�.._ / 7.5' UTILITY EASEMENT \\ �>� �OLLJ
i
(INST. N 9) �� / (VOL. 388-197, PG. 6)
\ J 5 8 -INCH IRON
Y 0. D20114404 �O� / DRAINAGE EASEMENT I \ \ I v0) ROD" FOUND NOTES
cc [
0�0 (BY THIS PLAT) \ L83 t wI
\ 1. Bearing system for this survey is based on the Texas State Plan Coordinate System -
W V) 0 0 �- M I N IV U M FINISHED FLOOR / �l \ � , 16' UTILITY EASEMENT , NAD 83(2011), North Central Zone 4202 (surface values), based on observations made at
I
�' , _ - 587.3 / --F� \ 0 \ (BY THIS PLAT) City of Grapevine Control Monument No. 9 on June 8, 2016 using the published combined
10' UTILITY EASEMENT
LOT 1 R1, BLOCK 1 scale factor of 1.0001246160.
EL -NATION
- (CAB. A, SL. lsos) �'' GRAPEVINE HIGH SCHOOL ADDITION �� `" \'
00
<.
\ <00 2. Subject property is shown on the National Flood Insurance Program Flood Insurance Rate
® \ WATERLINE EASEMENT I = Ma for Tarrant County, Texas and Incorporated Areas, Ma No. 48439CO115K,
��- ' INST. N0. D213217880) v/ �� P y P P
Z= / 100 879 ACRES \\ ( L54 L53 L48 L47 L46 /'' 7.5' UTILITY EASEMENT - 0 TIMBE LINE ES ATES Community -Panel a o. 10 6-1 6 ) p Revised Date: September 25, 20os; revised t .
I • `- L52 � �e reflect LOMR Case No. 10-06-1$62P effective July 6, 2010 and LOMR (Case No.
/(4,394,296
__-_ (VOL.19-06-3994P) effective September 28, 2020. The location of the said floodzones is based
VOL. 3683 126 z 394 296 SF L57L 9 L45 VOL 388-197, PG. 6 BLOCK 2 ) on said ma is approximate and is not located on the round. Relevant zones are defined
ao 6 L55 L51 l I PG. ® P PP g
w �?:20 _ I / co -�—L59 C6� --- L61 ---- --- L77 1 L1$$ 25 AMBER PIPELINE COMPANY-�' on said map as follows:
• J � ti-o' UTILITY EASEMENT (VOL.UTILITY EASEMENT j � I I
¢ I / i 7848, PG. 429 I Zone "X" - Other Areas: Areas determined to be outside the 0.2% annual
/ ' (BY THIS PLAT)
� _, chance flood lain.
Q � w -PERMANENT UTILITY EASEMENT ~J
Z (VOL. 12542, PG. 45) f ! \ \
w r J ¢ �' l \ 10' UTILITY EASEMENT Zone AE Special
chance flood. Is (SFHAs) subject to ndation by the
"a r / J
• inu
o ¢ IRS _ - d . _ _ _ BED 580 5
- - - __ - . - .._- _ _ - .-.. --. _ -
,
B T
¢ > 0 0 - - -- — — — — — -- — = - - ---_---1�---.- .-. �.._ ._� - -, .�,- •�, •� �-� � `;Q>•\ _ 3. The distances shown hereon for adjoining and adjacent properties have been compiled from
w " ` ` - `-' - - -`- - - - - -Z 1� recorded lets and deeds and do not necessarily represent field verified or monumented
• ¢ „ L114 L68�'�`�--DRAINAGE EASEMENT �1 - -_ �, dis#ances.P
595037 - -----, -- —� ' ----- (- L217 ,n L70 L71 (CAB. A, SL. 1809) i I --
0 4. Coordinates for subdivision corners shown hereo are rid values based on the Texas
- IRS- �—---------- =� —� L210 �j L211 (ABANDONED BY THIS PLAT IRS �, g
L209 L212 <( (p Coordinate System of 1983 (2011 adjustment), North Central Zone 4202.
04
BFE: 076A
DRAINAGE EASEMENT L164 �" - ®- -- - • , „ �r Y � 5. The purpose of this plat: Drainage Easement modification, adding utility easement and
- — — -- — I ELECTRICAL EASEMENT -' C!1
. -SANITARY SEWER EASEMENT (CAB. A, SL. 1809) DRAINAGE EASEMENT -/ ° j L215 I N S9 21 �1 E �) O platting three (3) lots into one.
(VOL. 11113, PG. 219) \ (ABANDONED BY THIS PLAT) (BY THIS PLAT) '� t L214 ) (BY THIS PLAT)
I L213 '/I' I �.00' <( M �
G _ I fI I� - 0
<j L115PUBL
J
G. 1 50 I 4' —
�_ (VOL. 97511LITY EASEMENT � `,. SANITARY OL �W1R3EASEM EASEMENT ,I I4'' cVI/ .. W t'•" _
W PLANNING & ZONING P 4 ) �- — PG.
9) ' Iwl 7.5' UTILITY EASEMENT - (1/2"-INCH IRON
— —NG COMMISSION:
( (VOL. 388-197, PG. 6) = ROD FOUND, �` ' �
` 53707 E-0.3) �,�� s
I --�
I-10 UTILITY EASEMENT �'+� �/ _ , u Date Approved:
(BY THIS PLAT) J ii /� ii 25' BUILDING LINE ® D-
�;-•--10' UTILITY EASEMENT ( PUBLIC UTILITY EASEMENT-- I L119 �1 I i I (BY THIS PLAT N I II_ VJ
(CAB. A, SL. 1809) ( % �) I MEASURED FROM w� I�� _
(VOL. 9751, PG. 1450) I t ' L._ I-'�
TIMBERLINE DRIVE o Chairman:
\ L120 / 10' UTILITY EASEMENT l ®'-_
RIGHT-OF-WAY) �I1��=
� r- -' I I BY THIS PLAT �-
ELECTRICAL CONDUIT —F1,0 I ' <7 ( ) U•�' Secretary.
AND TRANSFORMER PAD \ - -E` E' 5' - - ?� � 1ZL65 rod' —MINIMUM FINISHED FLOOR
UTILITY EASEMENT % I JI I �L64-/'��j ELEVATION = 582.5 GRAPEVINE CITY COUNCIL:
(VOL. 11547, PG. 1332) a M L74 I I \
J 1 PUBLIC UTILITY EASEMENT
ZJ ii ii-- --+� " __ _ _i VOL. 9751, PG. 1450 = Date Approved: e'
4 , I 47.73'
r //
) 111
X -- --- L79 _� — — 494.04' _
_—
/ v® �' ELj — — -- — — -- — — ®�----_'"� Mayor:
(SEE NOTE 2)cy
/ LEI �%/ ��' -�. I W City Secretary.
DRAINAGE EASEMENT ��a-
59'50'4•�•" E ' z MINIMUM FINISHED FLOOR BY THIS PLAT) 10 UTILITY EA�EMENT w no
— — J / (BY THIS PLAT) I ® '�' 4
5.47 —I - ELEVATION = 582.5 / JI 0 z 15 SANITARY SEWER EASEMENT - N ¢ J Y
I / N (VOL. 388-197, PG. 6) \ N o rl
U
XS IRS I ;+ 25' AMBER PIPELINE COMPANY — \\ o y h r v
LOT 1 BLOCK 1 0 r / I N
�- I z / `� BFE:571.2-- UTILITY EASEMENT —F�i ®00 SHEET ! L
t.� RAPEVINE HIGH SCHOOL J , \ (VOL. 11592, PG. 1910) \ / NI = /' Ill
00
I // �,.� - �� \ -- --—--——--� / 1� _ W QiIL[�DCD GDHaL� PLAT OF
Xs i ADDITION PHASE III o o `
/ DRAINAGE EASEMENT I'i, . L130 / d- -I J `�o•
w rn / (BY THIS PLAT) /� 11,3E — — — — — —
v (CAB. A, SL. 1697) F n , .L12� �... — — s LOT 2 Q r�o
."' I z F- / w ,D� �- 1 ,� ® � w -� DRAINAGE EASEMENT i" �/j�KIM
o I (FILED: MAY 6, BLOC
1994) , I ww // ,F-'\d''j' -- __ ply <�� �cae. A, SL. 1so9) �� Ly
cil- -� `�� ABANDONED BY THIS PLAT) 1
IR GRAPEVINE-COLLEYVILLE : I - — o w / _ '' '' L134 l - / 7 , ; y 00 1l
DRAINAGE EASEMENT S' <
o I DEPENDENT SCHOOL DISTRICT �!, G MR[ A OPh E "Ill I N E H1 Ag"k
mw `n / ! { >° -- --� _ �, `3S 202 I O \ ��0<• q q `f` \ 113
�'2'��L
'yi --- �, (BY THIS PLAT)
1 1
— 7.5' UTILI''o
TY EASEMENT r / / Asa L� �� / L203 �Y > >
IRS (VOL. 10794, PG. 1164) (VOL. 388-197, PG. 6) ¢ J -' / / / / I 07�; {'1 \' L136 L137� (13g = �\ LOT 3� 8�2� SF�'e y J
N 10' UL ADD1"""`l"1ON
TILITY EASEMENT ;�i cv z " // / r I/I I / " I .�-'^a. APPROXIMATE j ` - I— _ Imo\
...-- ao i \ '° rT BEING AN AMENDMENT TO LOT 1 R BLOC 1
cD O I r I / / L179 L� C18 LIMITS OF FLOOD ZONE �_ ;� LOT 4
a (BY THIS PLAT) : I \\ // _- _'� ''I ' L1s2 I 7 GRAPEVINE HIGH SCHOOL ADDITION,
3
�': PIPELINE EASEMENT n _ -- , ,�/ SEE NOTE 2; _ /
10 UTILITY EASEMENT I I / 7 5 UTILITY EASEMENT / /�` ( ) r� (V q [� q g,� r °° I,i w-- I (VOL. 5897, PG. 736) / 1_�� I �. 418�`~t3� I t�! I 0< 3</T LOT 5 LOT I ®Lock i, GRAPEVINE HIGH
(CAB. A, SL. 1697) I I (VOL. 388-197, PG. 6) / / a t�
,-1 Lam— — — — — — — — ' I 7.5' UTILITY EASEMENT �`w�I cv� 88� Fqs ' \ ~ SCHOOL ADDITION riASEi�D
Q F• �... COMMUNICATION \ ''� '�- DRAINAGE EASEMENT _ <� �• -_ _ �A I I I 20 Fti/ /
o ~' ® _ EQUIPMENT F ' . -" 11 (VOL. 388 197, PG. 6) 8 --_ r- i / / O Fey LOT 6
I Q PMENT EASEMENT _ — —j — — — — — — — — — — — — — -- — / (BY THIS PLAT) A� —..�. —_ 1 / p� T LOT 1, BLOCK 1, GRAPEVINE HIGH ,
o Z = (VOL. 11736, PG. 590) - >> `�\ -- L185 --�C186 I_ %g / \
— — — — — — —s —63.05 = — _ — — — — — — SCHOOL ADDITION PHASE III
_ ...::.. �..,.:.: 12o.35 S �9 53'41" W 918.09'.. 245.6 100
> _ C 89.17 1 LOT 28 LOT 27 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 15 L0 2 IRS .7g ACRES
S 5917 39 �N 1053.19 LOT 17 LOT 16 T 14 LOTI13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 e -,BLOCK 1 ! L 11, ��IVE �6�
w IRS LOT 30 LOT 29 EEKWOOD 1NE
D B OCK 1 LOT 26 LOT 25 LOT 24 LOT 23 LOCK 1
245 y LOT 311 LOCATED -IN THE CITY OF GRAPEVINE TEXAS
LOT 34 LOT 33 LOT 32 CREEK OOD WEI T CREE 1NOOD WEST 1/2"-INW IRON 1/2"-1 "H IRON PHASE SON _AND BEING OUT.,OF THE
9
i PHAS THREE 1/2"-IN:H IRON O ROD FOUND (C.M.) ROD FOU (C.M.) 1/2"—IN IRON !V L. 3$$'-'126 PG. 100 -
( E 1 ASE TW H. DECKED SURVEY,ABSTRACT N0
N / R01) FOUND (VOL.\ 42) f ROD FOU D `\ '
55--171, PG. 4 3S 631,
TARRANT COUNTY', TEXAS
M V L. 3 �
z j OWNER: SURVEYOR: ...........:.. ....:.W
5
4060 BRYANT IRVIN ROAD
N n GRAPEVINE-COLLEYVILLE ISD PACHECO KOCH CONSULTING ENGINEERS INC. Pacheco Koch
FORT WORTH, TX 76109 817.412.7155
� N 3051 IRA E. WOODS AVENUE 4060 BRYANT IRVIN ROAD TX REG. ENGINEERING FIRM F-469
o o I GRAPEVINE, TX 76051 FORT WORTH, TX 76109 TX REG.SURVEYING FIRM LS-i0008001
wNC9 -
U) � ; , _---�- - -- _ # -- CONTACT: 5DR.1 ROBIN ' RYAN CONTACT: M CHAEL LAR DRAWN BY cHEcxED ar SCALE DATE ✓os NUMBER
817-412-7155 N i =-------___ ___ RY LEWIS, JR., R.P.L.S.
o .. 1 "-100' JAN 2018 3381--16.263
THIS PLAT FILED ON �� l _ l 18L4'I DCP RS
� _ - .��- _ INSTRUMENT D •. .. ,.- -
oLn�
I
.,. , . ;. - - - .. - .. ....,,,... , ,,.,.�,,,r .*..�.. --�- ,e, .,.-u:
.. +w �,,.. o,..�, ,
THEREFORE KNOW ALL MEN BY THESE PRESENTS THAT GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT,
�4BL LONt %�.i4L L/N�' %�L E L/NE %ABLE
_0AER'S CT,RTTFJCATE NOW,
hereby adopt this plat of LOT 1R1, BLOCK 1, GRAPEVINE HIGH SCHOOL ADDITION, an addition to the City of
,% Gra evine Tarrant Count Texas and does hereb dedicate $o the public use forever the right-of-way and easements I
LINE �A�L;E L/N� %��L� L/� I
I P ,
-
NE BEAR/NG LENGTH LINE BEAFr'/NG LENGTH L/NE BEAR/NG LENGTH I L/NE BEAR/NG LENC�Tf/ I p y y� p p es as indicated. The utility easements shall 3
L/NE BEAR/NG:ENGT� L/NE BHA RING LENGTH Lf 1
STATE OF TEXAS § shown hereon. The easements shown hereon are hereby reserved for the purposes
�¢ be open for all City or franchised public utilities for each articular use. The maintenance of paving on the easements is -
" 72.00' L32 N 49'39'41" w 111.04' L63 S 44'23'24" W 24.85' i I L94 S 25'20'41" W 24.10' . L125 S 22.22°51" W 30.73' L156 S 66.48'02' E 44.20' COUNTY OF TARRANT § the responsibility of the property owner. No buildings or auxiliary Structures shall be constructed, reconstructed, or placed
L1 S 543317 E i 1 1 I upon, over, or across the easements as shown. Said easements being hereby reserved for the mutual use and
" L64 S 89.23'24" W 235.68' L95 S 02.38'37" E 23.73' L126 S 12.47'46" E 83.97' L157 N 83'11 45 E 38.97
W 276.80 L33 S 402019 w 10.00 1 � � � WHEREAS, Grapevine- ills Independent School District is the owner of a 100.879 acre tract of land situated in `H.
L2 s o0'10 58 I I I p Yv P accommodation of all public utilities using, or desiring to use same. Any City o� franchised utility shall have the full right
L127 S 14'04'05" E 70,16' L158 S 65'3047 E 93.29' Decker Survey, Abstract No. 438, City of Grapevine, Tarrant County, Texas; said tract being all of Lot 1, Block 1, Grapevine to remove and keep removed all or parts of any fences, trees, shrubs, or other improvements or growths which in any way
L3 S 51°54'05" E 86.71' L34 S 49'39'41" E 119.92' '' L65 N 45'36'36" W 8.29' ' I L96 S 37'16'46" W 1519' I i
„ High School Addition Phase III, an addition to the City of Grapevine, Texas according to the plat recorded in Cabins$ A, endanger or interfere with the construction, maintenance, or efficiency of its respective system on the easements and all
" 244.22' L66 N 00'36'36" W 282.03' , I L97 S 60'34'40 W 29.42 I , L128 S 491410 E 11.51 L159 S 03 22 48 E 178.31
L4 N 89.25 59 E ' 164.49 L35 S 01'16'25" E'i 1
Slide 1697; a part of Lot 1, Block 1, Grapevine High School Addition Phase II, an addition to the City of Grapevine, Texas City or franchised utilities shall at all times have the full right of ingress and eg less to and from and upon said easements -
" L98 8" W 53.33' L129 N 78'53'02" E 136.42' I L160 S 04'35'50" W 83.32' accordin to the lot recorded in Cabinet A, Slide 1808; a part of Lot 1R, Block 1, Grapevine High School Addition, an for the purpose of constructing, reconstructing, inspecting, patrolling , rn ntainin , and adding to or removing all or arts of
L5 N 44'25'59" E 41.22 L36 S 88 43 35 Wi 25.00 L67 N 45 36 36 W 15.18 I S 20 29 5
f 9 ' L99 5 38'4T00" w 37.6T I L13o N 89'03'50" E 50.42' ' I L1s1 S 03'04'10" E 70.12' addition according
the City of Grapevine, Texas according to the plat recorded in Cabinet A, Slide 1809 of the Plat Records of its rasps five system without the necessity a 9 any ime f procuring the permission of anyone. 9 -
I L6 N 89'25'59" E 270.41' I L37 S 01'16'25" E �i 10.00' L68 S 89'52'18° W 58. 1 I I
1 10.00' Li00 S 71'39'45" W 66.60' L131 S 76'54'11" E 76.58' I I L162 S 87.39'50" W 179.43' Tarrant County, said 100.879 acre tract being more articular) described as follows: "
i L7 S 18'00'10" E 104.83' L38 N 88'43'35' E' 25.00' L69 S 00'0T42" E I I I Y 9 particularly
' I I I " " " 7 3' BEGINNING at O `Dint at the` most norther) northeast corner of said Lot 1R; said point being in the west line of Block 3, I have reviewed the Citys findings concerning dedications and I do agree that the statements are true and correct."
107.61'
L70 N 89'52'18" E 54.81 ° L101 S 43 38 01 W 34.14 L132 S 5212 33 E 70.14 I L163 S 05 22 59 W 2.9
I Timberline Estates on addition to the City of Grapevine, Texas according to the plat recorded in Volume 388-126, Page 10 This plat approved subject to all platting ordinances, rules, regulations, and resol tions of the City of Grapevine, Texas.
I L9 S 1800'S0" E �' 10.00' I L40 S 41'06'48" W, 12.39' Ills L71 S 45'36'36" E 6.95' I L102 S 05'59'19" E 62.10' L133 S 83°04'04" E 54.52' L164 S 86'45'19" E 234.26' I of said lat records; said oint bein in the south ri ht-of-wa line of Mustan Drive a variable width rl ht-of-wa , .
i P P 9 9 Y 9 ( 9 Y)'
l L10 S 71'59'50" W 5.45' 441 S 4T24'39" EII 19.8T ' i L72 S 00'36°36" E 282.03' I I L703 S 61'58'52" E 102.64' I L134 N 84'55'33" E 136.19' Li65 S 14'25'57" W 40.58' I from said point a 1/2-inch iron rod with `NUTTY ZOLLARS°cap found bears North 22 degrees, 33 minutes East, a distance Witness my hand this the day of "mot 2021.
feet;
r ,.,
L11 S 01'16'25" E 39.55' L42 S 42.35'21" W 48.28' I L73 S 45'36'36" E 16.58' i I L104 S 09'22'36" E 30.44' I L136 S 845�1'48" E 79.25 L167 S 2530'33" W 87.76 Of 0
8 I - lLs �-^ Print Name: � � '_
L12 S 49.39'41" E 13.38' L43 S 00'3131 EI 398.86 I L74 N 89.2324" E 243.96 I I L105 5 23591s W 61.24 I I THENCE, with the east line of said Lot 1R, the following five (5) calls: Signature: -
89.05' i L75 N 44'23'24" E, 33.14' I L106 S 50'25'51" W 33.11' I L137 N 88'38'35" E 148.02' I I L168 S 00'3T59" W 38.7T t
i L13 S 01'16'25" E 339.19' L44 S 21'54'39' W,, " " South 00 degrees, 38 minutes, 19 seconds East, departing the said south line of Mustang Drive, a distance of Title:Q^-�� -
- Lt 4 S 89°08'17" E 139.96' I L45 S 89.27'04" W 56.73' I L76 N 00'36.36" W 425.62 I L107 S 70.42 20 W I 69.86 i L138 . S 77 0513 E 85.59 I I L169 S 17°09'10' E 73.27'
I 1,042.20 feet to a 5/8-inch iron rod found for corner; said point being the southwest corner of said Block 3; Grapevine- Ileyville Independent School District
L15 S 32 21'36" E 8.75' L46 N 00'36'33" W 19.94' L77 N 89'2TOS" E 132.92' I L108 S 18'1 T16" W 83.01' I I L139 S 82'00'26" E 51.78' i I L170 S 32'02'13" W 65.91'
I
" " North 89 de rees 21 minutes 41 seconds East, a distance' of 174.00 feet to a 1 /2-inch iron rod with 'PACHEsCO
" L78 N 23'06'32" W 143.44 L109 S 054531 E 81.11 L140 N 851126 E 59.74 I I L171 S 014049 W 85.83 i g , , BEFORE ME, the undersigned, a Notary Public in and 'ffor the County and State,` on this day personally appeared
1 10.00
L16 S 89'0817 E 57.06 I L47 S 892327 Wi " " '5 " E 7 ' L172 S 47'25'42" E 47.03' i<OCH"COP Set for corner in the south line of Block 3, said point being In the West right-of-way line of Timberline
L17 S 54'33'17" E 70.15' L48 S 00'36'33" E 19.93' I L79 S 85 27 54 E 10.05 I L110 S 26 32 05 E 300.09 L141 S 52 44 8 5 .54 i I in i n / a n known $o me to be the person and officer whose name IS subscribed to the _
Drive (a variable width right-of-way); from said point a 1/2-inch iron rod with "CBG cap found bears North 63
L78 S 0010'58" W 276.51' L49 S 89°2T03" W 49.96' I I L80 N 00'54'46°' W 290,89, I I L111 S 06.51'07" E 63.00' L142 S 04'45'58" W 53.27' L173 S 24*27*12" W 109.63, I degrees "01 minutes 50 seconds E, a distance of 1.1 feet; foregoing instrument csh acknowledged to a that the Same was the act Of said Grapevine-Colleyvd Independent School
District and that he/she executed the same as the act of such corporation for the purposes and consideration therein
17.63' L81 N 18'32'10" W 247.37' I L112 S 08.30 49 W 108.79 I L143 S 01'38'28" W 47.89' L174 S 02'O6'00" E 143.09'
I South 00 degrees, 38 'minutes, 19 seconds East, continuing' with said west line of Timberline Drive, a distance of expressed, and in the capacity therein.
L20 S 38'05'55" W 20.00' L51 S 89-27'08" W I L82 N 00'13'29" E 114.30' L713 S 16'39'30' E 44.91' L144 S 18'22'50" E 39.26' L175 S 39'45'00" E 57.76' 00,00 fee{ to a 1/2-inch iron rod with `PACHECO KOCH"cap set for corner; -
L19 S 51°54'05" E 39.66' L50 S 66'S7'08" W
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the a 7 day of 2021.
L21 S 51'54'05" E 10.00' L52 N 00-36'33" W 1 1 6?44' I ' , L83 N 89'46'31" W 10.00' L114 S 03'0T49" W 76.02' L145 S 52'1T15" E 67.60' L176 N 71'52'05" E 114.11'
I I I I I I 9
- _ " L146 S 1T30'01" W 23.30' L777 N 63'50'43' E 57.Ss North 89 degrees,' 21 minutes, 41 seconds East, continuing with west line of Timberline Drive, a distance of 6A0
L22 N 38'05'55" E 20.00' I L53 S 89 23 27 W ' 10.00 i L84 S 00'13 29 W 115.95 I I L115 S 45 23 42 E I 52.88
feet to a point for corner; from said point a 1 /2-inch iron rod found bears South 37 degrees, 07 minutes East, a , 14
L23 S 51'54'05" E 45.44' L54 S 00'36'33" E � 16.43' ' I L85 S 18'32'10" E 247.47' I L116 S 20'37'44" E 56.00' , I L147 S 05'47'58" E 22.75' L178 N 43.03'33" E 88.79' � � �
1.1
,stance of 0.3 feet;
Notary Public in and •for the State Texas '�
" L86 0 4'46" E 288.39' L117 S 22'33'12" W 39.59' L148 S 44'2T30" E 38.01' I I L7 79 S 83'03 51 ' E 68.05 I 1 d E.O
A I L24 N 89°25'59 E 172.14 I L55 S 89 27 08 W 196.72 S 0 5
South 00 degrees,' 38 minutes, 19 seconds East, n distance of 673.20 feet to a Dint of the southeast corner of ' '
125 N 44'25'59" E 41.22' L56 N 68'03'03" W 17.5T L87 N 89'21'41" E 105.52' L118 S 5T18'00" W 32.43' L149 S 70'51'48" E 91.91, i L180 N 74'24'24" E 61.14' I P My Commission Expires: - 3 +. *_ Not�rylD#T405211
I I said Lot 1R• said point being the southwest corner of Aspen Oaks Addition, an addition to the City of Grapevine, y,.:�e -
1 I ( I I I Texas according to the plat recorded in Volume 388-200, Page 74 of said plat records; '',r.' • '+' 13 2023
*•• E '
r �+ r p�' c L26 N 89'25'59" E 258.93' L57 S 89-26-57' W 69.67' L88 S 42.49i32" E 33.08; L119 S 85'4633; W 51.90; L150 S 573512" E 88.54' L182 S 870640" E 43.50' ' AVIVATI®IV _RELGA�G •
L27 S 18'00'10" E ' 83.02' L58 S 00'33'03" E ''I 10.00' L89 S 13'05 17" W 92.89 L120 S 26'29 01 W 28.11 L151 S 62 27 13 E 91.87
THENCE, South 89 degrees, 53 minutes, 41 seconds West, with the south line of said Lot 1R, a die#once of 918.09 feet to
L28 S 71'59'50" W 12.95' ( L59 N 89°26'57" E 67.68' i I L90 S 20'5T37" E 27.39' I L121 S 12'02'43" E 23.84' I I L152 S 01'02'36" E 41.12' I L183 S 67-28'52" E 124.22' a point for Corner;
20.00' L60 S 68'03'03" E 17.5T L91 S 0T25'22" W 16.80' ' L122 S 49'30°52" E 51.1 T I I L153 S 23'21 °43" E 26.39' I L184 S 53'24°41" E 39.91' ATE OF TEXAS ,
I L29 s 18.00'10" E I I g,. 17 minutes, 39 seconds West, continuing with the south line of said Lot 1R, a `distance of
STATE
61 9-27°08" E
L30 N 71'59'50" E I 12.95' L N 8 220.06' I i L92 S 51'59'00" W 30.51' I I L123 S 07.57'46" E 73.41' I I L154 S 79'35'12" E 25.23' I L185 S 83'42'06" E 130.38' 05319 feet to a i/2 a neh Iron rod with PACHECO KOCH" ca set for corner; said Olnt bein the sou#beast corner of COUNTY OF TARRANT §
i I P P 9
L31 S 05'30 45 E 31.71 Ls2 S 0036'36" E 421.49° L93 S 00'24'47" W I 20.34' I L124 S 08'58'08' W 23,45' L155 N 3511'47' E 27.15' L186 S s9'5517 E 52.51' said Phase III;
1
I I I I I WHEREAS, Grapevine-Cnlleyville Independent School District, hereinafter called Owner" (whether one or' more), is the owner
1 THENCE, South 89 degrees, 17 minutes, 11 seconds West, a distance of 248.28 feet to a point at the southwest corner of of that certain parcel of land situated in the City of Grapevine, Tarrant County, Texas, being said property as described as ,
i � Phase III; said point being in the east right-of-way line of Pool Road (a variable width right-of-way); shown on this plat.
I said
i THENCE, with the west line of said Phase III and the east line of said Pool Road, the following six (6) calls: NOW THEREFORE, in consideration of the sum of ONE AND 00/100 (1.00) DOLLAR and other good and valuable
��.7A�LE , I consideration, the receipt and sufficiency of which is hereby fully acknowledged and confessed, Owner does hereby waive, -
I C I Tarrant Count Texas, the Dallas -Fort Worth International Airport
1 . I, � North 00 degrees, ' 27 minutes, 16 seconds West, a distance � of 170.14 feet to a 1 /2-inch iron rod With 'PACHECO release, remise and quitclaim to the City of Grapevine, y,
I CZ/RVH LOELTA R4,D/L!5 LENGTH TANGENT CX�7RDt6EA/ INIG CH®RD I OCH'`oap set for corner at the beginning of anon -tangent curve to the right; uuserandhbe efitsoffthDellpublic and its agencies, a,nyeand, all claims for damages sf an hereinafter called "Cities", far the -
their successors and ai
of any kind to persons or property that
" fi0' 15.30' N 1'25'42" W I 30.60+ K ..
C1 00t 56 53 900.00 30 � In a northerly direction, with said curve to the right, having a central angle of 01 degrees, 56 minutes, 53 seconds, 'a Owner may suffer by reason of the passage and flight of all aircraft in the air space above Owner's property above the
0.66' t5.39' N 3'52b7" E i 30.60'
c2 0123254 �40.00 3 I radius of 900.00 feet, a chord bearing and distance of North 01 degrees, 25 minutes, 42 seconds West, 30.60 feet, height restriction as presently established by Ordinance No. 73-50 for the Cityof Grapevine, as the Airport Zoning
I „ an arc distance of 30.60 feet to a 1/2-inch iron rod with PACHECO KOCH" cap set for corner at the end of said Ordinance of the Dallas -Fort Worth International Airport, to an infinite heigt above
known
whether be caused b the
C3 01T3t'58" t60.00' 48.96' 24.67 N 12237 E I 48.77 I / p SUCh damage shall
y I curve and the beginning of a compound curve to the right; oth r y Y
31.38 N 9 21'47" w s2.72' onginate from noise, vibra#ion, fumes, dust, fuel and lubricant particles, and all
C4 003 57 OQ 910.00 62.74 I i
operation of aircraft, landing at, or taking off from, or operating at or on the Dallas -Fort Worth International Airport. is
direction,' with said curve to the right, having a central angle of 12 degrees, 32 minutes, 54 seconds, a instrument does not release the owners or operators of aircraft from liability for damage to person or property caused by -
11 C5 002'12'37" 8071.00' 311.36' 155.70' I ''� N 52'40'31" E I i 311.34 I In a northerly , 9 9
radius of 140.00 feet, a chord bearing and distance of North 03 degrees, 52 minutes, 07 seconds East, 30.60 feet, falling aircraft or falling physical objects from aircraft, except as stated herein with respect to Holes, fumes, dust, fuel, and
C6 002"13'07" 7936.00' 307,28' 153.66' N 52'40'45" E I 307.26' I
an arc distance of 30.66 feet to a 1 /2-inch iron rod with `PACHECO KOCH" cap set for corner at the end of said lubricant particles. It is agreed that this Release shall be binding upon said over and his heirs and assigns, and
curve and the beginning of a reverse curve to the left; successors in interest to said property; and it Is further agreed that this instrument shall be a covenant running with the
i
cu a norther) direction,'With said curve to the left, having a central angle of 17 land, and shall be recorded in the Deed Records of the county or counties in whim the property is situated.
11
In y 9 g degrees, 31 minutes, 58 seconds, a
radius of 160.00 feet, a chord bearing and distance of North 01 degrees, 22 minutes, 37 seconds East, 48.77 feet, an EXECUTED at Grapevine, Texas, this day of 2021•
�' c® distance of 48.96 feet to a "+" set in concrete for corner at the end of said curve and the beginning of a
II
II compound curve to the left; //
Signature: �' /� : --_-= Print Name: �2oh .:�. Z�`�
l
a _
In a northerly direction, with said curve to the left, having a central angle of 03 degrees, 57 minutes, 00 seconds, a
radius of 910A0 feet, a chord bearing and distance of North 09 degrees, 21 minutes, 47 seconds West, 62.72 feet, Title: i =w. F-
" fo corner at the end of said curve; said Dint the northwest corner of Grapevine- Ileyville Independentchool District
an arc distance of 62.74 feet to a + set r p _
Id Phase III; sold BEFORE ME, the undersigned, a Notary Public in and ' for the County a'nd State, on this day . personally appeared
North 89 degrees, 50 minutes, 44 seconds East, with the north line of said Phase III, a distance of 5.47 feet to a
r•' J � 1 2-inch iron rod with 'PACHECO KOCH"cap set in concrete for corner; said point being the most westerly southwest foregoing instrument and acknowledged to me that the same was the. act of said
whose name is subscribed to the -
. � .. .., . - :., :, It___ � � / o said Lot 1R• � b : n 2 �c� ►-� known to me to be the person and o •
� � � Grapevine-Colleyville Independent School
1. If
rner f 9 g g
«•ter PROPERTY LINE District and that he/she executed the same as the act of such corporation for the purposes and consideration therein
" . - - expressed, and in the capacity acit therein.
11 I'0 _ EASEMENT LINE THENCE, North 00 degrees, b9 minutes, P Y
_\h.. i r _ win• rnw 11
I,, � - -SETBACK LINE to a 1/2-inch iron rod with 'PACHECO KOCH cap setNfor co ner; said pointebs ng®in the south liineaof s id Phases IIeet P Y of rl �- ,
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the da
(C.M.) CONTROLLING MONUMENT 1 2021.
I��JPROJECT
%IRS 1/2-INCH IRON ROD THENCE, South 89 degrees, 50 minutes, 37 seconds West, a distance of 14.96 feet to a 1/2-inch iron rod with 'PACHECO
/» "
g.' W PACHECO KOCH" CAP SET KOCH cap set at the southwest corner of said Phase II; �,,�.� �.
N „ " Notary Publ1C in and for the State of Texas v `
n".",w9 I � I � LOC TIO� Xg + CUT IN CONCRETE SET „
THENCE, North 00 degrees, 10 minutes, 10 seconds West, with the west line of said Phase II, a distance of 542.11 feet t° : , ....., �; KtM E. NUTTO -~
200 3Q0 PKWWS PK NAIL W/ PACHECO KOCH a 1/2-inch iron rod with 'PACHECO KOCH" cap set for corner at the be innin of a non -tan ent curve to the left' said y P_ ;.; .��PrP�°` * _
I
9 9 9 M Commission Ex fires: -a3 {I ' IuryNotarylD#7405211
0 50 1Q0 SET
l p eing in the south right-of-way line of State Highway No. 26 (a variable width right-of-way);
i�1111Iiuhldhl1.11(Jid;a:i3Wum� BASE FLOOD ELEVATION PER FEMA "` ;F;�t ExpiresApri1132023
"" Sl R1iEY0R S CERTIFICATE •.,,.,.,.•^ '
. � t ,„.,. ^• BFE I HENCE with the said south line of State Highway No. 26, the following three (3) calls: � ��
1 w °`'' Is
REFERENCED 1N NOTE 2 HERE N THE g Y
I sl "� ," GRAPHIC SCALE IN FEE MINIMUM' FINISHED FLOOR PER CITY In: - -__. STATE OF TEXAS § -
{ �.,
" 1" - 100' a northeasters direction, with said curve to the left, having a central angle of 02 degrees, 12 minutes, 37 seconds, -
i MFF OF GRAPEVINE DRAINAGE ENGINEER Y 40 minutes, 31 seconds East 311.34
"."
�wu�w � w� �� � I a radios of 8,071.00 feet, a chord bearing and distance of North 52 degrees, , '
feet, an arc distance of 311.36 feet to a 1/2-inch Iron rod with PACHECO KOCH"cap set for corner at the end of NTY 'OF TARRANT § -
I w said curve and the beginning of a reverse curve to the right, Inc., g Surveyor COU
"� o er b decl re that I re Ored this lot from an actual and accurate survey on the land and that the corner
I, Michael Larry Lewis, Jr., of Pacheco Koch Consulting Engineers, a Regist Professional Land Surve r of the State
I In a northeaster) direction, with said curve to the right, havin a" central an le of 02 de rees, 13 minutes, `07 y
45 seconds East, Texas,
i� I� Y 9 9 9 40 minutes, -
,.meµ w monuments shown thereon Were properly placed under my personal supervision in accordance with the platting rules and
R '� � � seconds, a radius of 7,936.00 feet, a chord bearing and distance of North 52 degrees,
3 ° "", _ %ARRAN% C+OUN%Y - regulations of the State of Texas and the City of Grapevine.
"� I . C MAPSC® F26-V end of said curve;rc distance of 307.28 feet to a 1 /2-inch Iron rod with 'PACHECO KOCH"cap set for corner at the
".G. "•
OF
.,"* \ 5 T F TF'%
"•Q�G qi d•'It1�
I� i IT�
of North 53 degrees, 47 minutes, 19 seconds East, a distance of 365.24 feet to a Pont for corner in the northeast line •
No
said Phase II; .
(NOT TO SCALE) .......................
02 seconds East with the said northeast line of Phase" II a distance of 366.21 -- • . o .
THENCE, South 27 degrees, 44 minutes, Michael Larry Lewin, Jr. Ml`NAFL 5773IE ��
a point for corner; said point being in the north line of said Lot 1 Registered Professional Land Surveyor No. 5773 '�,y.FFss\ *• --
feet to Pacheco Koch Consulting Engineers, Inc. ®''S .A ,
N - 7,020,002.94' with the north line of said Lot 1R, the following three (3) calls:
. , -."
Musmom'aNU L)n,r W &.E - 2,392,496.71 �ENNorth 53 de rees, 53 minutes, 51 seconds East, a distance of 250.00 fleet to a point for corner; BEFORE ME the undersl ned, a Notar Public in and for the County and State, on this day personally appeared Michael
Larry Lewis, Jr. known to me to be the person and officer whose name is subs
r�OI T CNIF g
North 45 de rees, 27 'minutes, 46 seconds East, a distance of 199,42 feet to a 1 2-inch iron rod with 'PACHECO 9 y Jr. an scribed to the foregoing instrument ,and
i (VARIABLE WIDTH RIGHT-OF-WAY) + �. g / acknowledged to me that the same was the act of said Michael Larry Lewis, d that he executed the same as the act
® » "��•��1 E OEV'/oi�iNV p P purposes n P, P +ty therein.
�� �1 �9 CH' ca set for corner for corner; - EC1J of s �.
K0
' such corporation H f D 'AND SEALsOF OFFICEn th �r the therein in expressed, and in the Ca aC
IRS 122.55 9 iRS ���•®� North 00 degrees, 38 minutes, 19 seconds West, a distance of 394.16 feet to a 1/2 inch iron rod with PACH GIVEN UNDER MY AN day of ���-(„ I 2021.
"„ IRS CH"cap set for corner in the sold south line of State Highway No. 26; (l
Nor
��-- _ (/ NCH IRON ROD W/ 4
.,., 13 seconds East with the said south line of State Highway No. 26 a distance of SCIOP�z�r�F' °' =a•"' CHRIStIALEECA5TId0
"HUITT ZOLLARS" CAP FOUND THENCE, North 53 degrees, 49 minutes, ,
% _ - i 490.07 feet to a 1/2-inch iron rod with `PACHECO KOCH" cap set for corner; said point being the intersection of the said Notary Public in and for the State of Texas ID iY12934i1i3
6 11 ' t z o - 25' (N 22' 33 E - 0.8')(C.M.) a of State Highway No. 26 with the said south line of Mustang Drive; • (g. � _ My CommissionarExpires
Notary
rn South line I h 18, 2025
�1 �/ 1 ' w 00 BUILDING LINE I My Commission Expires: -
I, I I T(BY THIS PLAT)' _ North 88 degrees, 46 minutes, 41 seconds East, with the said south line of Mustang Drive, a distance of 122.55
e. 01 / w ul i S.•-. feet $v a 1 /2-inch iron rod with `PACHECO KOCH"cap set for corner, I� E � ,
1
THENCE
r ¢ I F- THENCE, � n {� � - ® I North 89 degrees,'24 minutes, 41 seconds East, continuing with the said south line 'of Mustang Drive a distance ��//,��E{�N� E MM //A�' pp F�n /,-� 5? ��
�' ° %� , = m I Q W of 217.00 feet to the POINT OF BEGINNING: G=al1�`RilSIJ\1�15D I �IJVIr"�1l!-a ir'L�Gti1 11 lJF
*4�ELz
� 1 a :� I _ Q CONTAINING: 4,394,296 s acre feet or 100.879 acres' of land, more or less.
�`" C "' I -
(� i , ' ' o _ I- tT- q
1. IWATERLINE in K)
Q I I
I I GRAPEVINE omm I "m's I
®L0"""""""""` IR19 mmUsk
�� / EASEMENT o W Y N
'(' I (INST. No. LOT 1 R1, BLOCK 1 ' . r-__ i - I z W
�G\r � 10 UTILITY D209220182) GRAPEVINE HIGH ` -; w a- U
� � EASEMENT SCHOOL ADDITION 1 , w `° • , ° Z UJ : A11111111111l,
�� /� (BY THIS PLAT) w I w a Q c`°.i
wW5 Joft, HACkO ADDITlff--%N
q �}}� yA���ly *p@-,y��1 �o W M ,_ l�,y. �"''' y+�.�'�/d� i�p�j pp��y BLOCK
�y�/ 1
17VbJr i�1� 3 AS.A81Ea� 1 �- ( W N ._I ' E��W✓ A� ASo..#d l�l E'T T`� ��T 11, WLM11 1 ,
� L� IRS i/ <�~` (BY THIS BUILDINGLINE
� > ,- ~ CO J
IliP�" ,/ ' (4,3s4,2�s SF) _ ( J 00 Z) _j I= ® GRAPEVINE E HIGH CHt�L ®®ITi®�!,
1 V I I)i . =M-J co _I Dto a> GRAPEVINE ���
I ® "� _i
LET i, BLOCK 1, �R P
- W n 10' UTILITY EASEMENT - _j - o u
n ` I � rn APPROXIMATE LOCATION OF `n > I « `n d PLANNING & ZONING COMMISSION: IvI®CAL ADDITION PHASE II AND
w (BY THIS PLAT) \ ,. " : I 0 r -4i . I
Q r� 25' AMBER PIPELINE COMPANY \ L �
w o UTILITY EASEMENT I - •- - - -- s
pp LOT i BLOCK 1 GRAPEVINE I�iIi�
b w N I ( Date A roved: .QUA fl 1 �.-
N o (EASEMENT N0. 1} \ _ I$ r
1�I��L,®�ITI��I PI-IAE 111)
-o a
Q z o (VOL: 11592, PG. 1910)
r d Z i' \\ I o I Chairman• /yi 100.7 ACRES
/ ! %
r N `� �� IN I = ® Secretor .�4 _/� '� I."{�T, ZONED�
w ;� oU) w 1
� � a ® - I c TEXAS POWER &
\ \ 1 W �. �' LOCATED IN THE CITY OF GRAPEVINE, TEXAS
_- --::: ;4EASEMENT \ \ (p9 I G �l�T� THE
-10 : _I LIGHT COMPANY �y �0, R+�,W. GRAPEVINE CITY COUNCIL: �EIT N�. 4-
o VOL.7612, \ I � �- H. DECKER SURVEY, ABSTRACT 1
/ KEN JOHNSON r 0)_ L87 I � ( 00 Dote Approved: J�1 1
M PG. 922) \ - I 0 I (. Q TARRANT COUNTY, TEXAS
(VOL. 6475, PG. 787) �`%,' 1 „ .„,", ""; " ,...:...,:: ,..uW., -I, ' ,,..,.. � W.�::�..:,.®
"i• l d'I 10' UTILITY EASEMENT \ 'I0 May& l�� OWNER: SURVEYOR: I,W 4060 BRYANT IRVIN ROAD
- '� \
AD
� i - I : _ 5. (BY THIS PLAT) \ I r� Koch
FOR WORTH, TX 76109 817.412.7155
'� _ ' :I y Y GRAPEVINE-COLLEYVILLE ISD PACHECO KOCH CONSULTING ENGINEERS, INC, -
\ O F ;. ..a w TX REG, ENGINEERING FIRM F-469
r I 9 ` L23 h/�- = _ � � � � \ I J
� L6 F- City Secretary. Q . °
`r' _ �w'' � \ . 3051 IRA E. WOODS AVENUE 4060 BRYANT IR'VIN ROAD YING FIRM Ls-1o0o8001
n _ L20 `' cy L4 L24 / L26 --N , . , .. DA TE JOB
NUMBER
c-\ �- i GRAPEVINE TX 76051 FORT WORTH, TX 76109 LE TX REG suRVE,,
o I ,� L21 i v`1' �_ .� � _� �. \ I I 817-251-5501 817-412-7155 �..,D ...
z¢ N 0 erg s$i� _e � eea>•r a®e�t s er®er i�iar �lii ire rrrs RAWN SY CHECKED BY SCALE
< � o CONTACT: DR. ROBIN RYAN CONTACT: MICHAEL LARRY LEWIS, JR., R.P.L.S. DCP RS 1"=100, JAN 2018 3381 16 263
MATCHUNE SEE SHEET 1 .,,.. , , .:, ,,,..: ",W 'III :111 ,,... w.�.W .. w,.,„
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