HomeMy WebLinkAboutAbbas Acres 08-13-2019 I� L
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\ \ OWNER: _
JON TRYGGESTAD
MEADOWMERE LANE
COPPELL, TX 75019
1413 PEBBLECREEK DRIVE I
G,l�,G11ANCT Q_0P SUPV ff AP-'5T I'ffGT N0,390 \
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SITE
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R=209.95'
E
/ KIMBALL AVE.
I A 29 1 0 02 10' PEDESTRIAN, UTIL.
KIMBALL AVENUE
� & DRAIN. ESMT.
L=106.88 LAKE-
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(VARI. ROW)
CD=1 05.73' N13'07'01"W T A BRIAR
„ 1224' a
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, I 55 E _ _
CB-N75 02 .
I 'I � N 89 37 56 E 589.36
N89 37'56"E _
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OMer -� ;' i/�'o 0 e .�r -�"� / J / / / 161.93' ® 1 IRS - - - - - - - - - - -
i /� ,./..�_/_\ \� \� / i.= \ - ---- - - ---- - -� --- ---- - -- - - -- N 7038510.4676 Pickering
-o - y � � a ` � J �64° I Park
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1 moo/• / E 2393658.5458OOOOP
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\-\ 30' BUILDING LINE <� I / 25' _.50' 100' RD
1 2" IK y�j /1 1 �-- i
�/ FEMA 100-YEAR / l
FLOODPLAIN ZONE AE,' \/ � � '' ��.,� "� ®/
\s, LOT 34 / ,
ELV.=564 / . '� s\'�. / Scale 1 =50
(� /
PROPOSED DRAINAGE / /
EASEMENT \
� a / % LOCATION 'MAP
'� / % / Line Table
L `` �' S i ' iA ', %, % / ®(o Line Table
EX. DRAINAGE ESMT. /�' - �/ - /vc' LOT 33 �® �� Line # Bearing Distance
p Line # Bearing Distance
(UNDEFINED) a / ,F. `n/ice45
ABBA's ACRES t, \/ � ��,�sR °� e L1 S26°34'45"E 21.92
/ \ DOC. NO. D214048274 / 1 6 CO/a, ,S� L31 N6°00'46"W 26.34
D.R.T.C.T. �h p`l ��. 83
`., j F ry L2 S6 53 09 E 28.95 L32 S58°58'34"E 91.69
(ABANDONED BY THIS / �� G\ ,
� `e PLAT)
.. L� `` ,/ L3 S15°31'S9"W 28.53
N08'57 32 E� \ /p \ �� L34 S51°47'17"E 169.19
VARIABLE WIDTH OVERFLOW f F, / Q L4 S49°59 14 W 76.19 ,�
EASEMENT /,'yl/ �\ ��`� / o / L35 S83°58 34 E 33.36
VOL. 7752, PG. 1109 & �I I �,s 6h / L5 S25°12'53"W 24.15
S� I VOL. 8702, PG. 2011 j?,L^ / �65�320„ �j 1�' / LOT 32 L36 S5°06'14"W 22.00
/ SHAUGN STANLEY P
CO INST. NO. D203334411 C (D.R.T.C.T.) 3p »
�s\ / ;/.' 08. F L6 S5°01 38 W 41.49 »
I D.R.T.C.T. , ,/ INST. N0. D206151282 & , , Z
D206151283 (O,P.R.T.C.T.) to L37 N83°58 34 W 39.61
FLOWAGE ESMT. ELV=572 y ,.'/ �° cn ,/ Q L7 S5°29'44"W 24.89 , » 176.04
AND QUITCLAIM DEED -,T g''
L38 N51 55 41 W
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_j I. VOL. 8 .R. PG. 2017 i°�o / L8 S20'06'58"W 30.47 L40 N58°58'34"W 97.97
/� / L9 S52°58'28"W 32.07
�, L41 N53°40'10"E 23.84
1/2" IRF LOT 31 i
( 5' UTIL ESMT. L10 S48°06'42"W 22.11 L42 N44°51'50"E 69.87
CORPS MON. FND. r ` - O , I�, /
N \ ((
�� / 1-- LAKE TRAIL / „
;I> VOL. 38-133, PG. 95 L11 S4°43 04 W 42.29 L43 N41°40'51"E 37.02
6.661 AC. / P.R.T.C.T.
\:� ,/ , (290168 S.F.) �°�j / L12 S14°45'09"E 27.04
/ L44 N 45°17'25"E 71.04
® Nr / ,I /\
LOT 1, BLOCK �'I' � \. / �// I I ' L13 S1°58'34"E 16.08 L45 N39°46'34"E 46.53
O O NAPPER'S POINT SUBDIVISION /' I `//
O CAB. A, SLIDE 1023 %r \���� �O�/ ( 2Q.26
h /\ / / / L14 S42'53'47"W L46 N59°32'05"E 45.94
P.R.T.C.T. \ c�^ j �, / /
� // BLOCK 1 J
�. , r / J ► L15 S53°40'10"W 62.10 »
U ry {! \ ��� / ,�w / LOT 30 J L47 N30°34 03 E 13.14
LAKE TRAIL 45.94 s
I L ' L16 S66 39 27 W L48 S86 59 21 W 14.51
LOT 1, BLOCK 1 VOL. 38-133, PG. 95 J
P.R.T.C.T. I J
ABBA's ACRES i L17 S86°59'21"W 15.40 »
I L49 N4°14 20 E 17.83
DOC. NO. D214048274
y D.R.T.C.T.
/w o/ 1 L18 N4'14'20"E 32.10 » PLANNING & ZONING COMMISSION:
I
� I __ L50 S30'34 03 W 15.93
1 \ , JON TRYGGESTAD
./ !�/��\\` ./ INST. NO. D214148933 ,I L19 N33°42'23"E 26.98 PP -I'---
L51 S59°32 05 W 44.26 Date A roved:
LOT 1 ACo
, l\<3 D.R.T.C.T. I ° „
, BLOCK 1 \ / L49 L17�i ��6 3055 KIMBALL AVENUE I 26.99 °
SPINNAKER HILL ADDITION '� i �'' / \ �,`'� I N I L20 N8 58 41 E L52 S39 46 34 W 49.05 Chairman. _
CAB. A, SLIDE 3879 APPROX. CENTERLINE //j211/ / /L48 ti°'�\ \ \ I� LOT 29 I 42
P:R.T.C.T. OF DRAINAGE /� / \ \ I L21 N38°40'37"E 23•
/ / L47 = Ro \ \ \ d' _ L53 S45°17'25"W 70.71 Secretary: ---
22' PRIVATE ► I TOTAL PLATTED AREA. 6.661 AC. L22 N1°45'16"E 42.96
L54 S41 40 51 W 37.09 GRAPEVINE CITY COUNCIL:
_I 1/2» RF / / / \ \ DRAIN. ESMT. FLOWAGE ESMT. 4.633 AC.
- F . \ 3 ° ' " 28.22
- - / CORPS MON ND I
- - -
., 22 DRAIN. ESMT. 0.130 AC. L2 N17 15 06 W L55 S44°51'50"W 84:49 Date Approved: (.�� ��..�_��✓�
/ // / /�h /�\ POINT OF \\ \ \.�<� lo-_._�_-__- i NET AREA LOT 1 1.898 AC /
5' UTIL ESMT. \ A
LAKE TRAM / / i \ BEGINNING \ \ ,n L24 N2°54'46"E 53.70
/ / i \ \ CENTERLINE of L56 S31°12'38"E 92.43 MaY ---��-----------
VOL. 3P-133, PG. 95 pcp/ �h�/ % /// \ � \\� \EX. DRAINAGE I� LOT 28 I
.R.T.C.T. �b / \ <�\ I I L25 N40°15'14"W 22.78 City Secretary:
L57 S81°47'24"E 12.70
OT 6 �® / / 20 DRAIN. ESMT. \® 8 \ \%� �� \ \ 10' DRAIN. & UTIL ESMT. L26 N16°15 20 W 40.14
I LOT 7 �,� // ,/� �'�• \ \ \
\ LAKE TRAIL
BLOCK 1 / / �, 5' UTIL ESMT. / \ \ VOL. 38-133, PG. 95 I L27 N33°42'24"W 40.69
LAKE TRAIL /\ \ ®L35 P.R.T.C.T.
I ,ryes// / / ♦ \ NOTES:
/ VOL. 38-133, PG. 95 _ _
LAKE TRAIL O ''� / S \�---�__ cD _ 1. BASIS OF BEARINGS NORTH 89' 37' 56" EAST FOR L28 N4°07'48"W 44.17
voL 38-133, PG. 95 .o / ,/ . P.R.T.C.T. / j Q.� \ �r _
- - - THE NORTH PROPERTY LINE. n��r�Tn n T T �r
I P.R.T.C.T. a. O® / /tK Dc� LOT 16 / `3 �' -� - _ y _ I MIN. F.F. IS 572.5. AMENDED VDE FINAL PLA T OF
Y ���/ // //C)� / // Sty,, L37 - J 3. THE PURPOSE OF THIS AMENDED PLAT IS TO L29 N52 36 43 W 38.01
/ / LAKE TRAIL / ► CORRECT THE FLOWAGE EASEMENT AND ADD
_ / ® L30 N4o°11'48"W 29.40
LOT 1A, BLOCK 1, ABBAS ACRE'S
I VOL. 38 133, PG. 95 / I DRAINAGE EASEMENTS.
P.R.T.C.T. / / 07 I 4. THE PRIVATE DRAINAGE EASEMENT IS FOR THE BEING A 1E'VISION OF
2.22/� /
/ LOT 27 I CONVEYANCE OF PUBLIC WATER BUT THE PROPERTY
' // � �� 1/2" IRF 9Q \ cc`yn OWNER PROVIDES ALL MAINTENANCE WITHIN THE
sowLOT 5 LOT 15 / EASEMENT. _
�1� / / BLOCK , � I EASE LOT 1, BLOCK 1, ABBA S ACRES)
\ ` 11
I 16.19 / / LOT 17 \
,- 1/z''IRS Q : - - \ I A 6. 661 ACRE TRACT IN THE FRANKLIN `WOOD
I R=50.00' \ \ \/ o� � \� PERPETUAL FLOWAGE EASEMENTS:
SURVEY, ABSTRACT NO. 1688
I = f I ARRANT COUNTY TEXAS.
Q 26 28 34 \ s\� / � ,,, \ Perpetual flowage easement estates such as those the government .holds over CITY 'OF GRAPEVINE, T ,
, � \ °\ s / 1 11/z IRF Perpe g , 9
- L=23.10 / \//\�' / 3 _ _ _ _ property owned by others in the Grapevine Lake area, grant to the government ONE LOT ZONED R 7.5
I
CD=22.90 /` \ j\ �- - - _ - - - - - I I full, complete, and perpetual right, power, privilege, and easements to
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- - - - - -- I
- - _ - - - - - - t occasionally overflow, flood, and submerge land in connection with the operation
LOT 4 CB=N31 12 38 W �� \/ q� LOT 14 I - and maintenance of the lake. Flowage easement lands are defined as those
L57 LO Q ' I i ntour of 572.00 feet mean sea level. No fill shall be This plat filed on ------------- ------ Instrument # D_ --:
I I \ ' lands below the land co
rN31012'38"W \ 10' DRAIN. & UTIL ESMT. ' LOT 26
\ \?-1 LAKE TRAIL placed below the contour of 572.00 feet. All lot grading operations must be
L.�I 12 4.12 _ -- _ -..:
VOL. 38-133, PG. 95 I coordinated with the Corps of Engineers' Grapevine Lake office. No habitable
k 3 P.R.T.c.T. I , ; - structure shall be constructed below the land contour of 572.00 feet.
® � LOT 8 , I JOHN COWANASSOCIATES, INC.
(j) O 1/z IRS ® L. : _- FLOOD NOTE
\ / LOT 18
LJL, I 1 1 o , - - According to the Federal Emergency Management Agency, Flood Insurance Rate Map 10147 CR 135 DRIVE
j I LOT 13 I Community Panel No. 48439 C 0105 K dated September 25, 2009, a portion of this
_a 10' UTIL. ESMT. I y p P FLINT, TEXAS 75762
I, I ACRES I I � � � property is within Flood Zone AE. PH: 903 581-2238 FAX: 903 561-0600
•J ABBA 5 LOT 19 i i P P Y ( ) ( )
DOC. NO, D214048274 10' DRAIN. & UTIL ESMT.
FIRM REGISTRATION CERTIFICATION N0. 10025500
D.R.T.C.T., 1 LAKE TRAIL i '
� O I � � '� � Zone AE - Base flood .elevation determined.
1 VOL. 38-133, PG. 95 I I i Middleton & Associates, LLC.
P.R.T.C.T.
r 1 I CONSULTING CIVIL ENGINEERS & LAND PLANNERS This flood statement does not imply that the property and/or the structure thereon
SHEET NO:
- i - will be free from flooding or flood damage. On rare occasions, greater floods can
- - - - - J - - - = - TBPE #F 10900 9 g
G - -
-- -- - - - - 1111 SOUTH MAIN- ST., SUITE 115 GRAPEVINE, and will occur and flood heights may be Increased by man-made or natural causes. Drawing Flle: 0069001RPT.DWG DATE: SCALE.
ROCK PORT COVE TEXAS 76051 972 393-9800 This flood statement shall not create liability on the part of the Engineer. 1"-50'
( ) Project No. 0069001 8-7-19 -I 2
50 ROW)
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D219207951 Filed 9/12/2019
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