HomeMy WebLinkAboutItem 21 - FP Stone Bridge OaksFinal Plat
Stone Bridge Oaks
• A 4 11 lie
910 W001"GUIl roy.
to] � PC] N I ITO
I. GENERAL:
• The applicant, Mr. Chisha Musenda is platting this 23.577acre site to build 138
town homes. This site is located south of the Southern Baptist Convention
Addition between Euless -Grapevine Road and State Highway 360.
11. STREET SYSTEM:
• The development has access to Euless -Grapevine Road and SH360.
• The abutting roads: E are on the City Thoroughfare Plan
❑ are not on the City Thoroughfare Plan
Periphery Street Fees are due as follows:
1. Euless -Grapevine Road, a Minor Arterial
2. SH360 - Sidewalk fee
Type of Roadway
Cost / LF Length Cost
❑ Major Arterial (A)
$ 234.57 / LF
❑ Major Arterial (B)
$ 178.35 / LF
❑ Minor Arterial (C)
$ 203.06 / LF
M Minor Arterial (D)
$ 170.33 / LF 1,540.14' $ 262, 332.05
❑ Collector (E)
$ 170.33 / LF
❑ Collector (F)
$ 150.98 / LF
®Sidewalk
$ 25.00 / LF 236.24' $5,906.00
❑Curb & Gutter
$ 10.00/LF
TOTAL $ 268, 238.05
❑ Periphery Street Fees are not required for the development.
• The existing stormwater runoff flows west to east under SH360 and ultimately
to Big Bear Creek.
0:\AGENDA\2006\4-18-06\StoneBridge0aks_F.doc
• Developer is proposing the drainage facility, drainage easement and open space
for Lot 1, Block 12 and Lot 1, Block 13 to be maintain by a Home Owners
Association (HOA).
• The developer will be required to design for onsite as well as offsite drainage in
accordance with the requirements of the City of Grapevine's Code of
Ordinances.
IV. WATER SYSTEM:
® The existing water supply system bordering the subject site is adequate to
serve the development.
❑ The existing water supply system bordering the subject site is not adequate
to serve the development. Additional off site water system improvements will
be necessary to serve the site.
V. SANITARY SEWER SYSTEM:
® The existing sanitary sewer collection system bordering the subject site is
adequate to serve the development.
❑ The existing sanitary sewer collection system bordering the subject site is not
adequate to serve the development.
VI. MISCELLANEOUS:
❑ Water and Wastewater Impact Fees are not required for:
® Water and Wastewater Impact Fees are due prior to the issuance of building
permits for Stone Bridge Oaks
®
Single Family Residential
( $ 2,778 / Lot)
❑
Multifamily
( $ 1,291 / Unit)
❑
Hotel
( $ 47,631 / Acre)
❑
Corporate Office
( $ 22,023 / Acre)
❑
Government
( $ 7,688 / Acre)
❑
Commercial / Industrial
( $ 6,352 / Acre)
® Open Space Fees are not required for Stone Bridge Oaks
❑ Open Space Fees are required
❑ R-5.0, Zero Lot District ( $ 1,416.00 / Lot)
❑ R-7.5, Single Family District ( $ 1,146.00 / Lot)
❑ R-12.5, Single Family District ( $ 1,071.00 / Lot)
❑ R-20.0, Single Family District ( $ 807.00 / Lot)
O:\AGEN DA\2006\4-18-06\StoneBridge0aks_F.doc
❑ Public Hearing Only
City Council and Planning and Zoning Commission Action scheduled
for
❑ Variances are required on the following items:
❑
Front building line
❑
Rear building line
❑
Lot depth
❑
Other —
BZA hearing to be conducted on
® The following items associated with this plat are not in accordance with the
current subdivision standards:
® 50' ROW dedication not met: Developer is proposing to dedicate
variable width private access easements throughout the development.
The access easements will be owned and maintained by a Home
Owners Association (HOA).
❑ Length of cul-de-sac street exceeds the 600 -foot limit:
VII. STATEMENT OF FINDINGS:
A. The City has determined that the right-of-way and easements required to be
dedicated for streets, utilities, drainage, access, sidewalks and other
municipal needs and services are consistent with the City's ordinances and
master plan, are reasonable and are connected to the proposed project in
the following manner:
® The right-of-way provides for future widening of public streets that will
serve the development of this site.
® The onsite utility easements provide for a utility network to serve the
development of this site.
® The onsite drainage easements provide for a drainage network to
serve the development of this site.
® The onsite access easements provide cross access capabilities to this
site and surrounding property.
❑ The onsite sidewalk easements provide for a sidewalk network to
serve the development of this site.
0:\AGENDA\2006\4-1 S-06\StoneBridgeOaks_F.doc
W
B. The City further finds that the required dedication is related both in nature
and extent to the impact of the proposed development as follows:
® The right-of-way is necessary to provide for future widening of public
streets that will serve the development of this site.
The onsite utility easements are necessary to provide for a utility
system to serve this development and connect to existing utilities on
surrounding property.
® The onsite drainage easements are necessary to provide for storm
drainage improvements to serve the development of the site.
® The onsite access easements are necessary to provide cross access
capabilities to this site and surrounding property.
❑ The onsite sidewalk easements are necessary to provide for a
sidewalk network to serve the development of this site.
® All of the dedications benefit the development to at least the extent of
the impact of such on the development.
The members of the City Council and The Planning & Zoning Commission
consider the following motion: "Move that the City Council (Planning and
Zoning Commission) approve the Statement of Findings and the Final Plat
of Stone Bridge Oaks.
O: WGEN DA1200614-18-061StoneBridge0aks_F.doc
APPLICATION FOR PLATTING
CITY OF GRAPEVINE, TEXAS
h
TYPE OF PLAT: Preliminary XFinal Replat Amendment
PROPERTY DESCRIPTION: /�)
Name of Addition: �� C_�
1'o rVRI'D 6 6 V A )� �
Number of Lots: "'� _ Gross Acreage: 23 , 5 ' Proposed Zoning:
Location of Addition: &E7 wc; C- 4,' M3 60 A AN -D fS (,
.. ,
-----------------
State: �X i ip: _1,15 GICD�j
Siqnatur
-?TF-//?-
ow
Contact:
City:
_ 3—rulao-
Phone: _ A 4
Fax:
APPLICAN
Name: 84
Address: Fq z3 T City: f a �' j•✓L� 7`
State: Zip: /( Phone:
1�L`.�_ � �✓�' � �%� -- .3 � S �
�� ,®� Fax:
33
Signature: `� r ✓
SURVEYOR:
#'-Name:`
Address: `T - City: ��►�1i(V S�'1�- L�
State: T%( Zip:
Phone: 0 )C) /
Fax:
************ FOR OFFICE USE ONLY ************
Application Received: (.o I&Co By:
Fee Amount: $_ ( 1,4 6,42DCheck Number:
t'�.etz rti 15$zv
FEMA FLOOD NOTE
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT PRIVATE STREET SYSTEM NOTES
AGENCY'S FLOOD INSURANCE RATE MAP NUMBER 1. ALL STREETS IN STONE BRIDGE OAKS SHALL BE PRIVATE AND CONTAINED IN Z
4843900215 H. THE SUBJECT PROPERTY LIES ENTIRELY LOT 1 BLOCK i6, AND SHALL BE IN A PRIVATE ACCESS, PUBUC UTILRY &
® OUTSIDE THE 500 YEAR FLOODPLAIN. DRAINAGE EASEMENT,
3 2. PRIVATE STREETS SHALL BE OWNED AND MAINTAINED BY MANDATORY HOME
OWNERS ASSOCIATION (H.OA).
R' EA9EMENTNDTE GRAPHIC SCALE
4!06 �1 S 24057'00"E / / SHADE. AREAAS SHOWN ON THE PLAT OF GLADE CORNERS
✓"'
49.98' / ADDITION SHOWS THIS TO BE EXISTING DRAINAGE AND IS THE FINISHED FI OOR EVATIONC NnTC 60 0 30 60 120 240
vr. ❑9° 1 7' 1 B"E / DIDEN TFIND F A MY AGE
EASEMENT DEDICATED INTHI SAIDPLAT. SEE SHEET 3 OF 3 FOR ALL MINIMUM FlNISHED FLOOR ELEVATIONS FOR LOT
P� 3 6.4 D' DID NOT FIND ANY DOCUMENT SUPPORTING THAT THIS AREA IS ADJACENT TO DRA NAGE EASEMENTS.
/ AN ACTUAL DEDICATED EASEMENT. AREA MAY BE RECOGNIZED
/ AS A DRAINAGE EASEMENT WE SAID PLAT, ALTHOUGH PIAT
IRS/CAP BOUNDARIES DO NOT ENCOMPASS
THIS AREA �' �'IC
OR7JWGE FASEMEM BRA$Sg CC MON.1
VOL 150µd PC. 537
SAHNN2Y $EWER EASEMENT -cur IN cc w THE C+ARDNER 360 ( t , ' €`�
VOL 15026 PC. SIO p a)) �^ " ('
O.R.T.C.T.
'LOVAC PARTNERSHIP -EAST
VOL. 15348, PG. 76 ( I
1 /oo w ZONED: PCD 1 � I , �
IRS/CAP / 5'375A, 16" 50 30.50 so ; \ ,.�
L30•50.3p.Bo KID 10 I LOT 2 BLOCK 1 € 1
)? 'w
EAPORPR \°�\ 0 0 7 °0 6 Q s' DRAIN"GE ESM. o (SOUTH 7ta.069 GLADE CORNERS ADD L
/ oA ED E z0oz > s 6 N m I CAB. A, SLIDE 6296 D. T. C T P" d ; $'1Yr i' C) l
N S ❑❑ 3❑ 42 E 71:3. 1 6
/ °'i• Y� (D w,
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(S 89°2364Nv 730.409 1
43 -- -) \ S EI EI°49'4 "W
/ p 1 GREEN S 09 �� cc,,
k52 5 5 SPACE BLOCK 1a LOTi 50' 61.40 67.55 S GREEN T-
N 91• 0.70' 30.78 30.78' Ir33' SPACE 108.54 FUTURE
/ / �� o l 351 pOpESS, E o S 100' SE o 454E 5p' 0.70' p>2• $61y \ CONNECTION
/ d"J/ l w / Q C1g N 1Pft1VA n 8.D- 2� cn o, S 1fi 1 30. BLO 8' p 92 1 \ APPt101011ATE LDCA'110N
052 V•1 C tis a6 a 30.5 v >2' 6' Ge.ifip•��e
UBl\C 7�9 9 y . 2 8 eP 50 BLOC 8 0.> W \ \, n
18�E 121.0 30.29 0' S 117' � Z 3D' O 16 2 $ �I D.R.T.C.T. STATE PWlE COORDINATES _
SEE DETAIL "A" U�.N 1351' 0 30.5 0. uc a A�0 O' -1 -I o 19 17 `716 `Ot5 3 20.6 �. E z4100o4Talzo:ezi"FINAL PLAT"
/ CORNER CLIP AND SIGHT wo 5 50 30.5 8 \ sq a, o G 11 BLOCK IO "'• uL o 20N la o 0 0 050' 940 IRS/CAP - $
/ Q }� sb 30. C w,'d' F °+ > p 21 0 ^ 14 q7 3p. 'ly x) o l u I 10
PLANNINIG & ZONING COMMISION
DISTANCE ESMTS. .� o `ry lroi 13 $0.3 122 ; PIPE S ❑� 4 5 9 E 3 2 4.3 1
�� o O 5 �o�. °rn °il, c" 52' N L' °_ �` 042 65 m m 0$030 p 5/8" IRF D°te ro
(n o 0 6 m Gv�°' 1112' o r^ •Sp• S 01'14'59"E 122.00' S 01'74'59'E 122.00' I APP ved:
/ 8 4 7 •p > 'F \ 30.75 31 L6 30. 043 12 0o BL KB m O -t
IRS/CAP w \ o `� $> 1O o' t 1 0 30.50'30.50'30.50'30.50' m 30.50 30.50 30.50 30.50
THE 6ARDNER 360 I �. BL K9 'o '>. .d,� 0g �7 c'T• �` '3 •51015 N 03fi 6542 Olq 3j•BO 0 ° p10 o o I Chairman:
MC PARTNERSH/P - EAST 5o w0. s w 1 1 � p •6 ccEss, 1, o o
VOL. 15348, PG. 76 s' DRAINAGE ESM I 50 50, 30.50 3p. L60 g5• �o a PUg`cE� 1uN a D.e- TAYLOR LANE LIES ^ 9v rn o o m o I m o o 01 No I I Secretary:
SEE DETAIL 'C' ON 30'
D. R. T.C.T. PAGE 2 ora 30.13,21 4 A 08 1p 032 BLOCK 16, L0T1 N2p5. 0 w 8 07 -6 05� o _ 4 03 02 o 112
N ,00' w 11 5 30. 30.58 30.52 3 S 04.25'48 9 40
ZONED: PCD ,W 122 o BLOCKS �5 c33 W e
N I 2 .°, 82 3 65.27' 12 .$ 10.0 Cgs BL K8 o m BL K8 z
LJ o 105 �9 2 N C N 1 m a 10'U 3� pap ?Op 46• F � GRAPEVINE CITY COUNCIL
DRAINAGE EASEMENT h tl' i w 3 ,o v e .y6 rn n n 00--50 1 S 4S 044 N 10' B.L. 0'
AGR&C M1Z O a m BLOCK 16, LOT 1 3A' 26 1,31 v ry n `� Ko 8'L' 20• 1.22 113 30.50 30.50 0.50
(5� MTED: DEC. iz, 2002 0lo Q °'o, 9 34 •yA. ,D i6 w 15 14 13 J N °i L34 L S9'q C • A 35 ( Date Approved:
1133 ti 10 � � o C 0 {y 13 N 01'14 59 89.19 S' N 01'14 59 W 122.00-
mrno�QLaZ 64 ! 17K,9 o o ip n h >0 9S.
o o ^ Nit v10 0 "> 24, S 01'14' 9"E BLOCK 16, LOT t
(� h m o V ! <'.' BL K7 w o Hi 9 o S I Moyor:
DRAINAGE EASEMENT Q o, 5'13 tO o 18 `P!. U o h rn 8 0 7 N p> 5 64.47 (4.068 Ac.) 5 01'14'59"E 117.23'
NiREEMEM (� N PROPOSED N 10 1 j ¢ o O _ 6 1 3 l68 g, 0 7. M1
15' WATER E$AR. DATED: NOV. 1.1, 2002 DRAINAGE D• `- u> 9 s 0
STATE PLANECOORgNA7E5 0 0 ' O @ 19 0. 0 30.50 30.50 30.50 30.50 w BL K7 `90 45 10'B.L. H City Secretary:
N-'!006655.814 E
IS 260.00) to FACILITY o, 'u` Kn � ! BLO 7 6 � Z 30.66 ^ m n <' 72 0+ � I O
E-z4a4on.m S O❑°34'29"E °. �; A'`soo 00 +0916 N 00'56'54"E 122.02' w 30.66 30.66 0 w� 51 q o O
I _ 20 p aj0 mt1 K N 30.66 U m o � NOTE: THIS PLAT WAS
IRF AP 2 59.9 5 IRF/CAP L55 DRAINAGE o O 6p ,�1 t•7 10'13' 30,66 ¢ o 0 3 o
s AREA 'm N •y0 151 20 E 214.6030.66 30.66 vi 0 2 0 `w 5 0 6 7 08 Orn I o� THE BENEFIT OFED OUT
T TLE
L49 _ _ L53 _ 3 N o� '� GREEN SPACE 1 0 �O m cO m
& w S Z BL K 5 ❑ Z
_ SEE DETENSHIN ��ry�5 °' GREEN °' i? ei, GREEN SPACE w 3 BL K 7 a m °i KD I N O WORK.
15' DRAINAGE ESMt OucT - ry'O BLOCK 11 LOT t 0'90 30.90 35.0' ( N
O T m D.E. S SPACE 40.Dz !^ o> ,'� h 30,
Lott 1-85 p1 O' ' 'o "'• h m 0 N 08.0 ' 90 30•y0 30 0J 30.50' 30.50' 30.50' 30.50' I (ID o A- O m NOTE: BEARINGS ARE
h ^M 056-E 90 Kn N 0114'28"00 722.00' ❑ N DERIVED FROM GPS
Q I o N 35.0' m 11 S i7. y_ 185,42 °' �, I k� Y W UZ OBSERVATION. NORTH CENTRAL NAD93Q o 10 BLOCK 13, LOT 1 S 2 D p O
GREEN BLOCK 15, LOT 1 if) O O
Q1 I n O o o m 2 3 32' 05 _ N oD I -
Z � 100.00' LU S_ m !p 1'`012 S NO m �' S SO.3331Y 9 p E 1 65. 1.26 30 6 3 S 16. 1, GREEN SPACE n SPACE t() M J W J D
T\ iT1 I O• 2'Z 0 8 9 1" 3 S p w - m Z y W NOTE: IMPROVEMENTS
O 9 O J G S S 62 31.2 0'62 S9'1v 250' -1 °� is' DRAINAGE ESLD w Z NOT SHOWN ON
^ s a o 0 3p 0' 1 3125 30.6¢ 183 E 15 3p?� 1•? m Q o m� 01 m r K Q O
Z ^ Q Dt I, 0 100.00 x� 1,+20.d.G@ 11 13 8 K1 SO. N m $0 3 . 6 N 3 q BZ 1T 46 50 50 o M I I _ F O N SURVEY.
1C U ❑ '� g " 18ry BLOC 6 12 m J in BL K 6 0.6 30. S 58 3p. 30. JU, a .- I e m bm m O
U Z W n my OSNej UcO 11004 'S GA sy 12 11 .r70 6q 30.6 0 3050 ;p S 07'14'28"E 123.87' I O• J 0 U
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Q y 6 'S ° m v 1Y y1 0 0 o n o f wIDI
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m CLQ �a= 7 Se E °o @ 1115 so w o. 1 m n ° m o o w w o BL K5w �) (N 0 LEGEND
u� �8 N O 0 - MONUMENT LARDS
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tSMEH)
N m Q 0..70.Ev O 3 3zNo N GREEN SPACE ? SAB, . S@ @ ,9U,2 V8<I QAC .93, 7.0 T 11 S p> a p 5 C q M ._ W c5 - SURvEY J 'j C C 029 N 52 AIL S 1 /-2S, q 3 6 10'B.LaM-COMROMEM
N D1 ( N o 10.00 n 4 ¢7•. 01. .5N• p\L` "�O c9� GT/GrySs TR G9 1 �- L2e 1$;?0 7p'U,E 1,16 30.62 BLOCK IB, LOT1 0> L20 30.50 30.50 30.50 N I t'�. - FF {SHEDWR ELEVATION
r�yef8 L; R E E KV I W L N e2 F 'S , 4 9°, .s S p 6A 0 C 'W 9j 6CpC1C 1 027 (4.068 Ae.) N 01'28'56 112.00... w MFCP - METAL FCP
Z Z O a) mM 02�
S 01'70'11"E 110.46' g9 31 ��, BLOCKS 0°'6 B' F 425E O ti� 60 104 •31' Q<O7 PRIVATE ACCESS, I O 00 WFCP-WOOD FCP
J Z Z 100.00' W 4 D. 8 Av 7. ! 10 6 A C 00 6 (/ $ 1 hM ( -PUT OR DEED CNl
Io 4 g2 30,50 30.50 30.50 44 0.65 oey _ ,6 PROPOSED y O! Bj fy. > 2 321 E q Ci0 PUBLIC UTILITY&DDE. S 01'28'56"E 342.31' MNi I WZIN ® POINT OF BEGINNING
Nz o -) t0' U.E :F 1 0 -� DRAINAGE S' U' O6q L2 _ N p M I F-- ROW -RIGHT-0F-WAY
w"' n M L45 m o ;' ! 00.6 30.7 8 O 60.0' m l25 048 0.5 _ _ w�j Poc - POIM of coMMENCEEIEM
L�i f 0 100.00 o 7 m FACILITY ?s O! 1 g0 041 0 N H1 rn L 4 10' U.E - - - 10• EFE '� ( I W W EAS ENT
O 8 : c=MAcE Fw��MEENT
wU M) o N O w, Or 1' . m n r ^ 2 N N O W 100 m.- U N 1 EE - ELECTRIC EASEMEM
www o 3 o H7 oC6 0 6 d 10 U.E. i0 0 011 n Hi n, 1 3 QQ
I M �'- W 2 3 0 4 m 5 W > N 010 O Z �' M ^ tV 4 MO U O U fJ o O O O I W UE - UIIIM EASEMEM
V. U N m O < O 9 O N 9 m KV O 5 N rnM N¢ j0 O O O O¢ O O O O O wE -WATERLINE EASEMEM
Z¢•• I <b of o o_ m o810 K 2 1 �' DRAINAGE 3! N o o I a Q W T`) BLOC 4 6 0 7 n a o 00 0 a o O y N I BCM -BURIED CARIE MNiK.t
O N 100.00' ON i rn .- 6 O 7^ 8 O_ O .- W "F m 8 9 O 10 it 012 0130 014 O 15 016 d17 018 C) PUE - PUBUC CMUE EASEMENT
BLO K2 '� AREA O O O Z O p O O O Z OP O O O O BPM - BURIED PIPEUNE MARKER
n 2 350' NI ao m 30 g6 & BL K3 0 61 30.61' 30.61 32> - - W - o o UU Y B°suz LINES -
0 o I o 100.00' io mo a 54 30'56' GREEN BLOCK 121071 $ 30,93' 30. 0 0 1 6 > Ma 18' ^ BL 4 K O I DEEo/LOT LINES ® _
M3 ,°,0 30.50 30.50 30.50 m 30. LOTt BLOCK 12 27' 32.2 '": N O9 Y83 1"00 N 956';2 6 32 j t9 L93 U BL K4 m I su7RVD• LINES ® -
„T 1 UI N 00.34b4"W 91.51' SPACE BUILDING LINE 30.50 32' S 2T BUILDING LINE O6" l9
0 2 M M F 6 0.50' 19' 30.50' 30.50' 30.50' 30.50' 30.50' 20' 30.50' 30.50' 30.50' 30.50 31.08' 35id . 0
$ LOT UNE FOR I 00'34 04 1 R 25'07 41 W 33.38' m z ,O 01'10 i 1 W 124.70 N 07.29'11 "W 281.89' H1 FINAL PLAT
D DEDICATKN UNE STONE BRIDGE OAKS
BLOCK 13 GREEN SPACE BLOCK 15, LOT t EDICATION UNE GREEN SPACE (pDt GLADE CORNERS ADDnpN _
BLOCK 13, LO t GREEN SPACE rn a0 SHEET 1 OF 3
�DED1ICAnoN UNE z R.O.W. DEDICATION LINE - S. '1 a
0 I n i 5/8' IRF
5B" Ifl N 1 °❑ 5'1 9° IRs/CAP N O 1 ° 1 ❑' 1 1 "W 9 59.6 i SEE DETAIL A ON SX 2 O< 3 5/8' IRF N ❑ 1 2 Ei 56 W 3 1 6. 3 5 CITY OF GRAPEVINE,TARRANT COUNTY, TEXAS
Q - SEE DDNI A ON SHEET 2 OF J 0.244 ACRE IN R.O.W. FOR CORNER CUP AND SIGHT
64.1 ' FOR CORNER CUP AND $LGM (N 0.`3739"00959.72) DISTANCE EASEMENTS BEING 23.577 ACRE$OLR °F G. W. MINTER SURVEY
V ^ 1. asrAr>CE EASEMENTS DEDICATION r ASST 011033
EULESS- GRAPEVINE ROAD .0.13.
(VARIABLE R.O.W.I CONCRETE SU FACE) 138 LOTS -TOWNHOUSES
5 LOTS GREEN SPACE
Y 1 LOT PRIVATE ACCESS
QPLANNED RESIDENTIAL DEVELOPMENT
BLOCK 1 LOTS 1.16, BLOCK 2 LOTS",
® O BLOCK 3 LOTS 1-11, BLOCK 4 LOTS 1-18,
Q = �/ GLADE CR SSING lA BLOCK 5 LOTS 1-8, BLOCK 6 LOTS 1-18,
DE
GLADE WOODS Li. VOL. 388 169, PG.5 BLOCK 7 LOTS 1-20, BLOCK 8 LOTS 1-22,
LAy BLOCK 9 L, BLOCK 10 LOTS 15,
CRO SiNG 1 B ® ®� ZBldE6 7 ZONED: R-7.5 BLOOTS i-6
CK 11 LOTi, BLOCK 12 LOT 1,
BLOCK 73 LOT7, BLOCK 14 LOT 1,
ZON D: R-7.5 ®U Q ® ® ® BLOCK 15 LOTi, BLOCK 16 LOT 1,
W THIS PLAT FILED IN CABINET
M _ GLENBROOK DR. SLID
Q E
eu ®
�/ imerican Py (� J
LQ DATE
L OWNER
SU1 VeC GRAPEVINE M. LP.
1'HON$ 900-665W.9105wSnO G 830 PEVDECNEN DR. SURE 280
PA X:900.6554306 IRVING TX 75062
.MAwsrntmr
CONTACT: DEAN ELORDGE
® (Snl40zaeos
DABiPSVDLQ TX 76M
1 ® NSENGINEER
SCHAR CO ULTINGENG80EEM INC.
701300060020 FINAL T EDi.dwg 7423NRPGRTFREEWAY
® FORT WORTH, TEXAS 76118
COMACT: CHISHA MUGENDA, MSCE P.E. (81>) 580-2228
APRIL 07, 2000
AVIGATION RELEASE
THE STATE OF TEXAS §
COUNTY OF TARRANT§
WHEREAS, GRAPEVINE 360, L.P., HEREINAFTER CALLED "OWNER', IS THE OWNER OF THAT CERTAIN PARCEL OF LAND SITUATED IN THE CITY OF GRAPEVINE,
TARRANT COUNTY, TEXAS, BEING SAID PROPERTY AS DESCRIBED AS SHOWN ON THIS PUTT.
NOW THEREFORE, IN CONSIDERATION OF THE SUM OF ONE AND 001100 ($1.00) DOLLAR AND OTHER GOOD AND VALUABLE CONSIDERATION, THE RECEIPT AND
SUFFICIENCY OF WHICH IS HEREBY FULLY ACKNOWLEDGED AND CONFESSED, OWNER DOES HEREBY WAIVE, RELEASE, REMISE AND QUITCLAIM TO THE CITY OF
GRAPEVINE, TARRANT COUNTY, TEXAS, THE DALLAS -FORT WORTH INTERNATIONAL AIRPORT BOARD, THE CITIES OF DALLAS, TEXAS AND FORT WORTH, TEXAS,
THEIR SUCCESSORS AND ASSIGNS, HEREINAFTER CALLED "CITIES", FOR THE USE AND BENEFIT OF THE PUBLIC AND ITS AGENCIES, ANY AND ALL CLAIMS FOR
DAMAGES OF ANY KIND TO PERSONS OR PROPERTY THAT OWNER MAY SUFFER BY REASON OF THE PASSAGE AND FLIGHT OF ALL AIRCRAFT IN THE AIR SPACE
ABOVE OWNER'S PROPERTY ABOVE THE HEIGHT RESTRICTION AS PRESENTLY ESTABLISHED BY ORDINANCE NO. 73-50 FOR THE CITY OF GRAPEVINE, KNOWN AS
THE AIRPORT
ZONING ORDINANCE OF THE DALLAS -FORT WORTH INTERNATIONAL AIRPORT TO AN INFINITE HEIGHT EFFECTS
SAME WHETHER SUCH DAMAGE SHALL
ORIGINATE FROM NOISE, VIBRATION, FUMES, DUST, FUEL AND LUBRICANT PARTICLES, AND ALL OTHER EFFECTS THAT MY BE CAUSED BY THE OPERATION OF
AIRCRAFT, LANDING AT, OR TAKING OFF FROM, OR OPERATING AT OR ON THE DALLAS -FORT WORTH INTERNATIONAL AIRPORT.
THIS INSTRUMENT DOES NOT RELEASE THE OWNERS OR OPERATORS OF AIRCRAFT FROM LIABILITY FOR DAMAGE TO PERSON OR PROPERTY CAUSED BY
FALLING AIRCRAFT OR FALLING PHYSICAL OBJECTS FROM AIRCRAFT, EXCEPT AS STATED HEREIN WITH RESPECT TO NOISE, FUMES, DUST, FUEL, AND LUBRICANT
PARTICLES.
IT IS AGREED THAT THIS RELEASE SHALL BE BINDING UPON SAID OWNER AND HIS HEIRS AND ASSIGNS, AND SUCCESSORS IN INTEREST TO SAID PROPERTY;
AND IT IS FURTHER AGREED THAT THIS INSTRUMENT SHALL BE A COVENANT RUNNING WITH THE LAND, AND SHALL BE RECORDED IN THE DEED RECORDS OF THE
COUNTY OR COUNTIES IN WHICH THE PROPERTY IS SITUATED.
EXECUTED AT . TEXAS, THIS _ DAY OF 2006
DEAN ELDRIDGE
GRAPEVINE 360, L.P.
THE STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME ON THIS DAY PERSONALLY APPEARED DEAN ELDRIDGE KNOWN TO ME (OR PROVED TO ME ON THE OATH OF
OR THROUGH (DESCRIPTION OF IDENTITY CARD OR OTHER DOCUMENT) TO BE THE PERSON
WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND
CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS_ DAY OF A.D. 2006.
NOTARY SIGNATURE
SURVEYOR'S CERTIFICATE
I, J.E. THOMPSON If R.P.L.S. NO 4857, OF ALL AMERICAN SURVEYING, INC., A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE OF TEXAS, DO HEREBY
DECLARE THAT I PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY ON THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE
PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE STATE OF TEXAS AND THE CITY
OF GRAPEVINE.
OF
h PEaI A b+9ii`
e a
J.E. THOMPSON II R.P.L.S. 1104857 J.E. THOMPSON4857
!q
9iOF d�0
4SU1
STREETS AND DRAINAGE FACILITY MAINTENANCE AGREEMENT
THE STREETS AND DRAINAGE FACILITIES SHALL BE MAINTAINED BY THE OWNER OR HOME OWNER'S
ASSOCIATION (HOA) IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AND TO THE
SPECIFICATIONS OF THE ENGINEER OF RECORD.
IN THE EVENT THE OWNER AND/ OR HOA FAILS TO MAINTAIN THE STREETS AND DRAINAGE FACILITIES OR
RETAINING WALL IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, AND AFTER
RECEIVING NOTICE FROM THE CITY OF GRAPEVINE AND FAILING TO CORRECT THE VIOLATION OR TO
COMMENCE AND SUBSTANTIALLY COMPLETE THE NECESSARY WORK WITHIN THIRTY DAYS (30) DAYS OF
RECEIPT OF SAID WRITTEN NOTICE, THE CITY, SOLELY AT ITS OPTION, MAY MAKE THE NECESSARY
CORRECTIONS AND REQUIRE THE OWNER TO PAY THE REASONABLE COSTS WHICH SHALL INCLUDE THE
RECOVERY OF ITS REASONABLE ATTORNEYS FEES INCURRED IN MAKING SAID CORRECTION. THE OWNER
DOES HEREBY RELIEVE, RELEASE, QUITCLAIM, INDEMNIFY AND HOLD HARMLESS THE CITY OF GRAPEVINE,
ITS AGENTS SERVANTS, OFFICERS AND EMPLOYEES FOR ANY CLAIM, CAUSE OF ACTION, LAWSUIT, DAMAGES,
EITHER PERSONAL INJURIES, DEATH OR PROPERTY DAMAGE, ARISING OUT OF OR IN CONJUNCTION WITH
THE OWNERSHIP AND MAINTENANCE OF THE STREETS AND DRAINAGE FACILITIES. THE OWNER SHALL BE
REQUIRED TO NOTIFY ANY PURCHASER OF STONE BRIDGE OAKS OF THE REQUIREMENTS OF THE STREETS
AND DETENTION FACILITIES LOCATED THEREON.
erican
Surveying
PHONE: 944665-9105
FAX: 940665A106
ll4H W. MAIN STREET
OAINERVE.LG ITC 762W
IOR#0600I0FINAL P T REWSFDA. g
FEMA FLOOD NOTE
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCYS FLOOD INSURANCE RATE MAP NUMBER
4843900215 H, THE SUBJECT PROPERTY LIES ENTIRELY
OUTSIDE THE 500 YEAR FLOODPLAIN.
PRIVATE STREET SYSTEM NOTES
1. ALL STREETS IN STONE BRIDGE OAKS SHALL BE PRIVATE AND
CONTAINED IN BLOCK 16, LOT 1, AND SHALL BE IN A PRIVATE ACCESS,
PUBLIC UTILITY & DRAINAGE EASEMENT.
2. PRIVATE STREETS SHALL BE OWNED AND MAINTAINED BY MANDATORY
HOME OWNERS ASSOCIATION (H.OA).
CITY OF GRAPEVINE CONTROL DATA
NORTHING, EASTING, El".
IDENTIFICATION
DOCUMENTED 7018693.696, 2392674.230. 589.64
MONUMENT 9
MEASURED 7018693.646, 2392674.312. 589.632
86"
N 8920'S4E_TDp
DOCUMENTED 7018360.703, 2398551.041, 600.72
MONUMENT 10
MEASURED 7018360.775, 2398551.091, 600.534
__74r_
74.90
DOCUMENTED 7009314.901, 2394167.821, 604.76
MONUMENT 11
MEASURED 7009314.868, 2394167.745, 604.585
15.41'
DOCUMENTED 7022710.577, 2401729.219, 660.14
MONUMENT 13
MEASURED 7022710.588, 2401729.163, 660.225
N h
i
GPS SCALE FACTOR ® 0.9998750
YS2
ALL ELEVATIONS BASED ON NOVO 1929
DETAIL "B"
3 STREET
am
O O O O
J J J
-30-51 PROPERTY
o LINE
o
TYPICAL LOT LAYOUT
NTS
DETAIL "C"
NTS
z N in
7..38'
�p
138
N N A
,cap"F'y
p�0
86"
N 8920'S4E_TDp
E
75.42'
15' DRAINAGE EASEMENT' )1
N 89'20'54"E EAS!!!!_
6�,1
pg.
__74r_
74.90
O
S 13.51'18"E
TOWN HOUSES
15.41'
5
DETAIL "C"
NTS
z N in
23.577 ACRES
�p
138
N N A
0.070 ACRES 3,050 S.F.)/LOT
ni
30.5' X100' TYP.
n
z
DENSITY PER ACRE
O
PROPOSED USE
TOWN HOUSES
!SO'
5
PRIVATE ACCESS
1^
N h
i
0.244 ACRES
YS2
6.840 ACRES
DETAIL "B"
23.333 ACRES
NTS
23.577 ACRES
SITE DISTANCE
m EASEMENT
z
15'X15'
Lu
oLj
0I , CORNER CLIP
V)
ROW LINE
5'
STREET "A"
TYPICAL CORNER CLIP &
SIGHT DISTANCE EASEMENT
NTS
NOTES:
1. LANDSCAPING WITHING THE SIGHT DISTANCES EASEMENT
SHALL BE DESIGNATED TO PROVIDE UNOBSTRUCTED
CROSS-VISIBILRY AT A LEVEL BETWEEN THREE (3) TO SIX (6) FEET
AS PER C17Y CODE.
2. DETAIL IS FOR ALL CORNER CLIPS.
STATE OF TEXAS §
COUNTY OF TARRANT §
WHEREAS, GRAPEVINE 360, L.P. IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE GW MINTER SURVEYABSTRACT NO. 1083, CITY OF
GRAPEVINE, TARRANT COUNTY, TEXAS AND BEING PART OF THAT CALLED 30.787 ACRE TRACT OF LAND CONVEYED BY DEED TO THE GRONER 360 WLC
PARTNERSHIP -EAST, RECORDED IN VOLUME 15348, PAGE 76, DEED RECORDS, TARRANT COUNTY, TEXAS (D.RT.C.T.) AND ALSO BEING A SURVEY OF THE COMBINATION
OF THE. TRACTS DESCRIBED AS TRACT I, TRACT III AND TRACT IV IN THE DEED TO THE VILLAGE AT GLADE CROSSING, L.P. RECORDED IN VOLUME 16239, PAGE 315,
D.R.T.C.T. AND BEING MORE PARTICULARLY DESCRIBEDS:
A3 FOLLOW
BEGINNING AT A S/8" IRON ROD FOUND FOR CORNER IN THE EASTERLY LINE OF EULESS-GRAPEVINE ROAD (A VARIABLE WIDTH R.O.W.) AT THE SOUTHWEST CORNER
OF SAID TRACT I AND SAID 30.787 ACRE TRACT AND ALSO THE NORTHWEST CORNER OF SAID TRACT IV;
THENCE NORTH 01DEGREE 10 MINUTES 11 SECONDS WEST WITH THE EAST LINE OF SAID ROAD A DISTANCE OF 959.63 FEET TO A W IRON ROD SET FOR CORNER;
THENCE NORTH 01 DEGREE 05 MINUTES 19 SECOND
EI WEST WITH THE EAST LINE OF SAID ROAD A DISTANCE OF 264.16 FEET TO A 5/8"IRON ROD FOUND FOR CORNER
AT THE NORTHWEST CORNER OF SAID TRACT AND THE SOUTHWEST CORNER OF LOT 1, BLOCK i OF THE SOUTHERN BAPTIST CONVENTION ADDITION, AN ADDITION TO
THE CITY OF GRAPEVINE, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 7907 MAP RECORDS, TARRANT COUNTY,TEXAS (M.R.T.C.T.),;
THENCE NORTH 89 DEGREES 25 MINUTES 56 SECONDS EAST WITH THE SOUTH LINE THEREOF A DISTANCE OF 409.39 FEET TO A CAPPED IRON ROD FOUND FOR CORNER
AT THE MOST NORTHERLY NORTHEAST CORNER OF SAID TRACT I;
THENCE SOUTH 00 DEGREE 34 MINUTES 29 SECONDS EAST A DISTANCE OF 259.95 FEET TO A CAPPED IRON ROD FOUND FOR CORNER AT A RE-ENTRANT CORNER OF
SAID TRACT;
THENCE 70 DEGREES 30 MINUTES 42 SECONDS EAST A DISTANCE OF 200.00 FEET TO A W CAPPED IRON ROD SET FOR CORNER AT A RE-ENTRANT CORNER OF SAID
TRACT I;
THENCE NORTH 61 DEGREES 03 MINUTES 42 SECONDS EAST A DISTANCE OF 230.47 FEET TO A K" CAPPED IRON ROD SET FOR CORNER AT THE MOST EASTERLY
NORTHEAST CORNER OF SAID TRACT I IN THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY 360 (A VARIABLE WIDTH R.O.W.);
THENCE SOUTH 25 DEGREES 07 MINUTES 03 SECONDS EAST WITH SAID RIGHT-OF-WAY LINE A DISTANCE OF 149.86 FEET TO AN "X" SCRIBED IN CONCRETE FOR
CORNER;
THENCE SOUTH 09 DEGREES 17 MINUTES 18 SECONDS EAST WITH SAID RIGHT-OF-WAY LINE A DISTANCE OF 36.40 FEET TO AA" CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 24 DEGREES 57 MINUTES 00 SECONDS EAST WITH. SAID RIGHT-OF-WAY LINE A DISTANCE OF 49.98 FEET TO A CONCRETE MONUMENT FOUND FOR
CORNER AT THE MOST EASTERLY SOUTHEAST CORNER OF SAID TRACT I;
THENCE SOUTH 64 DEGREES 57 MINUTES 44 SECONDS WEST A DISTANCE OF 159.45 FEET TO A W IRON ROD FOUND FOR CORNER AT A RE-ENTRANT CORNER OF SAID
TRACT I;
THENCE SOUTH 00 DEGREE 30 MINUTES 42 SECONDS EAST A DISTANCE OF 713.16 FEET TO A W IRON ROD SET FOR CORNER IN THE SOUTH UNE OF SAID 30.787 ACRE
TRACT AT THE MOST SOUTHERLY SOUTHEAST CORNER OF SAID TRACT 1;
THENCE SOUTH 88 DEGREES 49 MINUTES 45 SECONDS WEST WITH THE SOUTH LINE OF SAID 30.787 ACRE TRACT A DISTANCE OF 108.54 FEET TO A'h' CAPPED IRON ROD
SET FOR CORNER;
THENCE SOUTH 01 DEGREE 14 MINUTES 59 SECONDS EAST PASSING EN ROUTE AT A DISTANCE OF 7.64 FEET A 1" IRON PIPE FOUND FOR CORNER AT THE NORTHEAST
CORNER OF SAID TRACT IV AND THE MOST NORTHERLY NORTHWEST CORNER OF LOT 2, BLOCK 1, OF GLADE CORNERS ADDITION, AN ADDITION TO THE CITY OF
GRAPEVINE, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 6296, M.RT.C.T. AND CONTINUING ON SAID COURSE ATOTAL DISTANCE OF 324.31
FEET TO A518" IRON ROD FOUND FOR CORNER AT THE SOUTHEAST CORNER OF SAID TRACT III MOORE FAMILY TRACT OF LAND AND A RE-ENTRANT CORNER OF SAID
GLADE ADDITION;
THENCE SOUTH 89 DEGREES 33 MINUTES 55 SECONDS WEST A DISTANCE OF 620.47 FEET TO A 5/8" IRON ROD FOUND FOR CORNER AT THE SOUTHWEST CORNER OF
SAID TRACT III AND THE MOST WESTERLY NORTHWEST CORNER OF SAID GLADE ADDITION IN THE EAST LINE OF SAID EULESS-GRAPEVINE ROAD;
THENCE NORTH 01 DEGREES 28 MINUTES 56 SECONDS WEST WITH THE EAST LINE OF SAID EULESS-GRAPEVINE ROAD A DISTANCE OF 316.35 FEET TO THE POINT OF
BEGINNING AND 23.577 ACRES OF LAND MORE OR LESS.
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT
GRAPEVINE 360, L.P. DOES HEREBY ADOPT THIS PLAT OF STONE BRIDGE OAKS, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, AND DOES
HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE RIGHT-OF-WAYAND EASEMENTSSHOWN HEREON. THE EASEMENTS SHOWN HEREON ARE HEREBY RESERVED
FOR THE PURPOSES AS INDICATED. THE UTILITY EASEMENTS SHALL BE OPEN FOR ALL CITY OR FRANCHISED PUBLIC UTILITIES FOR EACH PARTICULAR USE. THE
MAINTENANCE OF PAVING ON THE EASEMENTS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. NO BUILDINGS OR AUXILIARY STRUCTURES SHALL BE
CONSTRUCTED, RECONSTRUCTED, OR PLACED UPON, OVER OR ACROSS THE EASEMENTS AS SHOWN. SAID EASEMENTS BEING HEREBY RESERVED FOR THE MUTUAL
USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES USING, OR DESIRING TO USE SAME. ANY CITY OR FRANCHISED UTILITY SHALL HAVE THE FULL RIGHT TO REMOVE
AND KEEP REMOVED ALL OR PARTS OF ANY FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH
THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON THE EASEMENTSAND ALL CITY OR FRANCHISED UTILITIES SHALL AT ALL TIMES
HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING,
PATROLLING, MAINTAINING, AND ADDING TO OR REMOVING ALL OR PARTS OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANYTIME OF PROCURING THE
PERMISSION OF ANYONE.
THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS, AND RESOLUTIONS OF THE CIN OF GRAPEVINE, TEXAS.
WITNESS MY HAND THIS THE _ DAY OF 2006
Dean Eldridge
GRAPEVINE 360, L.P.
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME ON THIS DAY PERSONALLY APPEARED DEAN ELDRIDGE KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO
THE FORGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS - DAY OF . A.D. 2006.
NOTARY SIGNATURE
TOWNHOUSES
LAND USE SCHEDULE
TOTAL ACREAGE
23.577 ACRES
NUMBER OF RESIDENTIAL LOTS
138
MINIMUM LOT SIZE
0.070 ACRES 3,050 S.F.)/LOT
MIN LOT DIMENSIONS
30.5' X100' TYP.
MIN. DWELLING UNIT SIZE
1,200 S.F.
DENSITY PER ACRE
5.85 Units Acre (Proposed)
PROPOSED USE
TOWN HOUSES
NUMBER OF GREEN SPACE LOTS
5
PRIVATE ACCESS
1
RIGHT-OF-WAY DEDICATED
0.244 ACRES
EASEMENT DEDICATED AREA
6.840 ACRES
NET PLATTED AREA
23.333 ACRES
TOTAL PLATTED AREA
23.577 ACRES
FINAL PLAT
STONE BRIDGE OAKS
SHEET 2 OF 3
CITY OF GRAPEVINE,TARRANT COUNTY, TEXAS
BEING 23.51) ACRES MT OF G.W. MINTER SURVEY
ABSTRACT#1083
138 LOTS -TOWN HOUSES
5 LOTS GREEN SPACE
1 LOT PRIVATE ACCESS
PLANNED RESIDENTIAL DEVELOPMENT
BLOCK 1 LOTS 1-16, BLOCK 2 LOTS 1-8,
BLOCK 3 LOTS 1-11, BLOCK 4 LOTS 1-18,
BLOCK 5 LOTS 1-8, BLOCK 6 LOTS 1.18,
BLOCK 7 LOTS 1-20, BLOCK a LOTS 1-22,
BLOCK 9 LOTS 1-8, BLOCK 10 LOTS 1-9,
BLOCK ii LOT1, BLOCK 12 LOT
BLOCK 13 LOTI, BLOCK 14 LOT i,
BLOCK 15 LOT7, BLOCK 16 LOT 1,
THIS PLAT FILED IN CABINET
SLIDE
DATE
OWNER
GRAPEVINE 380, LP.
680 DEONER DR SUITE 280
BNING T%?5082
CONTACT: DEAN ELDRIDGE
(912)402exe
ENGINEER
SCNArz CONSULTING ENGINEERS, INC.
1423 AIRPORT FREEWAY
FORT WO ENE TEXAS 18118
CONTACT : CMI9HAMU$ENDA MSCE PZ (817)5942138
LOT AREA SUMMARIES
LOT NUMBER
SQUARE FOOTAGE
ACREAGE
LOT 1, BLOCK 1
3,050
0.070
LOT 2, BLOCK 1
3,050
0.070
LOT 3, BLOCK 1
3,050
0.070
LOT 4, BLOCK 1
3,050
0.070
LOT 5, BLOCK 1
3,050
0.070
LOT 6, BLOCK 1
3,050
0.070
LOT 7, BLOCK 1
3,050
0.070
LOT 8, BLOCK 1
3,050
0.070
LOT 9, BLOCK 1
3,050
0.070
LOT 10, BLOCK 1
3,050
0.070
LOT 11, BLOCK 1
3,354
0.077
LOT 12, BLOCK 1
3,355
0.077
LOT 13, BLOCK 1
3,355
0.077
LOT 14, BLOCK 1
3,355
0.077
LOT 15, BLOCK 1
3,355
0.077
LOT 16, BLOCK 1
3,293
0.076
LOT 1, BLOCK 2
3,125
0.072
LOT 21 BLOCK 2
3,045
0.070
LOT 3, BLOCK 2
3,045
0.070
LOT 4, BLOCK 2
3,045
0.070
LOT 5, BLOCK 2
3,059
0.070
LOT 6, BLOCK 2
3,062
0.070
LOT 7, BLOCK 2
3131
0.072
LOT 8, BLOCK 2
3283
0.075
LOT 1, BLOCK 3
3,423
0.751
LOT 2, BLOCK 3
3,132
0.719
LOT 3, BLOCK 3
3,055
0.070
LOT 4, BLOCK 3
3,087
0.071
LOT 5, BLOCK 3
3,072
0.071
LOT 6, BLOCK 3
3,108
0.071
LOT 7, BLOCK 3
3,054
0.070
LOT 8, BLOCK 3
3,062
0.070
LOT 9, BLOCK 3
3,053
0.070
LOT 10, BLOCK 3
3,126
0.071
LOT 11, BLOCK 3
3,086
0.071
LOT 1, BLOCK 4
2,965
0.068
LOT 2, BLOCK 4
3,445
0.079
LOT 3, BLOCK 4
3,318
0.076
LOT 4, BLOCK 4
3,251
0.746
LOT 5, BLOCK 4
3,362
0.072
LOT 6, BLOCK 4
3,213
0.074
LOT 7, BLOCK 4
3,175
0.073
LOT 8, BLOCK 4
3,144
0.072
LOT 9, BLOCK 4
3,050
0.070
LOT 10, BLOCK 4
3,050
0.070
LOT 11, BLOCK 4
3,050
0.070
LOT 12, BLOCK 4
3,050
0.070
LOT 13, BLOCK 4
3,050
0.070
LOT 14, BLOCK 4
3,050
0.070
LOT 15, BLOCK 4
3,050
0.070
LOT 16, BLOCK 4
3,050
0.070
LOT 17, BLOCK 4
3,050
0.070
LOT 18, BLOCK 4
3200
0.074
LOT 1, BLOCK 5
3,127
0.072
LOT 2, BLOCK 5
3,132
0.072
LOT 3, BLOCK 5
3,128
0.072
LOT 4, BLOCK 5
3,220
0.074
LOT 5, BLOCK 5
3,050
0.070
LOT 6, BLOCK 5
3,055
0.070
LOT 7, BLOCK 5
3,055
0.070
LOT 8, BLOCK 5
3,055
0.070
e11
al+merican
Surveying
PHONE: 990665-9105
PAX: 940.665.91M
114B W. MAIN STREET
GAINE.SVHLE,TX 76290
.OB.060070 FINAL T REVISEDI.dwg
LOT AREA SUMMARIES
BER
SQUARE FOOTAGE
ACREAGE
LOCK 6
ET3,
3,189
0.073
LOCK 6
3,407
0.078
LOCK 6
3,504
0.080
LOT 4, BLOCK 6
3,487
0.080
LOT 5, BLOCK 6
3,355
0.078
LOT 6, BLOCK 6
3,070
0.072
6
LOT11,BLOICK6
3,077
0.070
LOT
3,077
0.070
LOT6
3,077
0.070
LOT6
3,074
0.071
LOT6
3,181
0.073
LOT6
3,145
0.072
LOT 13, BLOCK 6
3134
0.072
COT 14, BLOCK 6
3,161
0.073
LOT 15, BLOCK 6
3189
0.073
LOT 16, BLOCK 6
3,395
0.078
LOT 17, BLOCK 6
3,395
0.078
LOT 18, BLOCK 6
3874
0,089
LOT 1, BLOCK 7
3355
0.077
LOT 2, BLOCK 7
3355
0.077
LOT 3, BLOCK 7
3355
0.077
LOT 4, BLOCK 7
3355
0.077
LOT 5, BLOCK 7
3355
0,077
LOT 6, BLOCK 7
3355
0.077
LOT 7, BLOCK 7
3355
0.077
LOT 8, BLOCK 7
3375
0.078
LOT 9, BLOCK 7
3050
0.070
LOT 10, BLOCK 7
3050
0.070
LOT 11, BLOCK 7
3050
0.070
LOT 12, BLOCK 7
3050
0.070
LOT 13, BLOCK 7
3251
0.075
-LOT 14, BLOCK 7
3295
0.076
LOT 16, BLOCK 7
3138
0.072
LOT 17, BLOCK 7
3097
0.071
LOT 18, BLOCK 7
3168
0.073
LOT 19, BLOCK 7
3163
0.073
LOT 20, BLOCK 7
3132
0.072
LOT 1,W832
3292
0.076
LOT 2,3292
0.076
LOT 3,3292
0.076
LOT 4,3292
0.076
LOT 5,3292
0.076
LOT 6,292
0.076
LOT 7,3292
0.076
LOT 8, BLOCK 8
3292
0.076
LOT 9, BLOCK 8
3292
0.076
LOT 10, BLOCK 8
3292
0.076
LOT 11 BLOCK 8
3292
0.076
LOT 12, BLOCK 8
3292
0.076
LOT 13, BLOCK 8
3072
0.071
LOT 14, BLOCK 8
3015
0.069
LOT 15, BLOCK 8
3014
0.069
LOT 16, BLOCK 8
3067
0.070
LOT 17, BLOCK 8
3117
0.072
LOT 18, BLOCK 8
3159
0.073
LOT 19, BLOCK 8
3115
0.072
LOT 20, BLOCK 8
3082
0.071
LOT 21, BLOCK 8
3059
0.070
.LOT 22, BLOCK 8
3100
0.071
LOT 1, BLOCK 9
3133
0,072
LOT 2, BLOCK 9
3290
0.076
LOT 3, BLOCK 9
3291
0.076
LOT 4, BLOCK 9
3134
0,072
LOT 5, BLOCK 9
3062
0.070
LOT 6, BLOCK 9
3066
0.070
LOT 7, BLOCK 9
3059
0.070
LOT 8, BLOCK 9
3052
0.070
LOT 1, BLOCK 10
3257
0.075
LOT 2, BLOCK 10
3354
0.077
.LOT 3, BLOCK 10
3450
0.079
LOT 4, BLOCK 10
3547
0.081
LOT 5, BLOCK 10
3315
0.076
LOT 6, BLOCK 10
3077
0.071
LOT 7, BLOCK 10
3059
0.070
LOT 8, BLOCK 10
3059
0.070
LOT 9, BLOCK 10
3058
0.070
LINE TABLE
Distance
1,03.44'
LOT AREA SUMMARIES
LOT
NUMBER
MINIMUM FINISH
FLOOR ELEVATION
SQUARE FOOTAGE
ACREAGE
LOT
1, BLOCK
11
93710
2.151
LOT
1, BLOCK
12
65111
1.495
LOT
1, BLOCK
13
97630
2.241
LOT
1, BLOCK
14
71687
1.465
LOT
1, BLOCK
15
64140
1,472
LOT
1, BLOCK
16
177566
4.071
CURVE TABLE
Curve Radius length Chord Chord Bear.
Cl 40.00' 62.41' 56.27' N 45°52'08" W
C2 167.50' 144.35' 139.93' N 25°51131" W
C3 132.50' 40.53' 40.37' S 41°47'04" E
C4 200.00' 68.48' 68.75' S 23°12'44" E
C5 20.00' 34.46' 30.35' S 35°57'29" W
C6 75.00' 49.59' 48.69' S 66022'41" W
C7 75.00' 88.37' 83.35' S 13°40'55° W
C8 25.00' 47.38' 40.60' S 34°13'20" W
C9 50.90, 95.77' 81.79' S 36°36'43" E
CIO 285.00' 98.19' 97.71' S 08°23'17" W
C11 20.00' 31.42' 28.28' N 43031104" E
012 20.00' 31.50' 28.34' S 46°21'57" E
C13 95.00' 36.88' 36.65' N 09°52'21" E
C14 150.00' 56.30' 55.97' S 10°14'29" W
C15 450.00' 218.76' 216.61' S 14°26'19" E
C16 24.50' 38.21' 34.45' S 16°18'49" W
617 50.00' 65.32' 60.77' W
C18 .00' 32.69' 236'7"
W 11
C19 25.00' 32,66' 30.39` S 23°34'07" W
C20 100.00' 35.42' 35.23' S 71°08'19" W
C21 25.00' 38.24' 34.62' N 54°53'50" W
C22 235.00' 90.00' 89.45' S 22°03'02" E
C23 167.50' 0.00' 0.00' N 90°00'00° E
C24 132.50' 114.19 110.69' S 25°51'31" E
C25 25.00' 23.39' 22.55' S 25°38'04" W
C26 30.00' 5.31' 5.30' N 57°29'37" E
C27 250.00' 234.66' 226.14' S 08°37'54° E
C28 150.00' 100.35' 98.49' S 00°54'27" E
C29 75.00' 55.78' 54.51' S 01°14'04" W
C30 35.00' 35.88' 34.33' S 51°54'49" W
C31 60.00' 73.67' 69.13' S 63°32'25° E
C32 350.00' 271.26' 264.52' S 06°09'46" E
C33
200.00-
40.53' 40.46' S 10°14'06" W
C34 200.00' 57.82 57.62' S 12°42'44" W
C35 130.00' 50.47' 50.15' S 09°52'21" W
C36 35.00' 54.84' 49.40'S 43°38'03" W
C37 40.00' 39.07' 37.53' S 63°30'07" E
C38 25.00' 3.74' 3.73' N 09°34'21" W
C39 50.00' 16.30' 16.22' 1 S 22°17'21" W
C40 50.00' 25.63' 25.35' S 46°18'34" W
C41 75.00' 88.37' 83.35' N 13°40'55" E
042 450.00' 5.85' 5.85' S 00°53'02" E
C43 150.00' 6.29' 6.23' S 19°48'15" W
C44 95.00' 2.31' 2.31' S 00°33'08" E
C46 20.00' 6.30` 6.27' S 10°16'11" E
C46 20.00' 10.47' 10.35' N 13°31'04" E
C47 285.02' 20.09' 20.08' N 03°44'07" E
C48 285.00' 15.60' 15.60' N 00°00'32" E
C49 285.00' 31.49' 31.47' N 15°05'35" E
C50 50.00' 6.14' SAW N 14044'34" E
C51 25.00' 44.82' 39.05' S 37°09'48" W
C52 25.00' 2.57' 2.57' _T 17°07'57" E
C53 50.00' 58.51' 55.23'S 57°57'34" E
C54 75.00' 18.30' 18.26' 1 N 17°49'25" E
C55 75.00' 29.61' 29.42' N 36°07'35" E
C56 75.00' 12.04' 12.02' N 52°02'06" E
C57 75.00' 31.37' 31.14' N 68°36'51" E
658 75.00' 6.18' 6.18' N 82°57'26" E
C59 20.00' 27.55' 25.42' N 45°51'31" E
C60 167.50' 14,87' 14.66' N 48°00'15" W
C61 167.50' 1.82' 1.82' N 01°28'50" W
C62 40.00' 33.50' 32.53' S 25°09'50" E
C63 30.00' 5.37' 5.30' N 57°29'37" E
664 25.00' 23.18' 22.36' N 25°52'26" E
C65 700.00' 18.03' 18.01' 7i 66°09'32" W
C66 100.00' 17.38' 17.36' S 76°18'18" W
C67 60.00' 28.44' 26.17' S 41°56'34" E
C68 350.00' 30.07' 30.06' S 25°54116" E
C69 200.00' 26.31' 26.29' S 08°11'54' W
C70 200.00' 0.30' 0.30' S 20°57'06" W
C71 130.00' 17.94' 17.93' S 17°02'28" W
C72 130.00' 1.69' 1.69' S 00°52'37° E
C73 250.00' 19.66' 19.65' N 33°16'09" W
C74 250.00' 24.56' 24.55' N 15°26'39" E
C75 150.00' 17.29' 17.28' N 14°57120" E
C76 150.00' 1.43' 1.43' N 19°48'03" W
C77 35.00' 27.34' 26.65' N 44°55'47" E
C78 60.00' 5.99' 5.99' N' 84°08'37" E
C79 267.50' 124.02' 122.91' 18°W8*52;23'2'" WC80 25.00' 0.21' 0.21' IN
0" E 6.91' 6.88' 7" E 8.54'8.52'" EC83 20.00' 20.94' 20.00' " EC84 20.00' 25.20' 23.57' " EC85 95.00' 3.35' 3.35' " E086 50.00' 17.88' 17.79' " W
MINIMUM FINISHED
FT.nnR F.T.FVATVIWC
BLOCK
LOTS
MINIMUM FINISH
FLOOR ELEVATION
1
1-5
577.50
1
6-10
571.50
1
11-16
569.75
2
1-4
575.40
2
5.8
572.90
3
1-6
578.00
3
7-11
579.40
4
1-7
580.40
4
8-13
580.50
4
14-18
580.50
5
1-4
580.05
5
5-6
572.50
6
1-5
578.25
6
6-11
580.25
6
12-15
579.80
6
16-18
580.50
7
1-5
568.35
7
6-12
568.65
7
13-16
573.50
7
17-20
573.25
8
1.4
571.25
8
5-8
568.75
8
9-12
568.90
8
13-17
570.00
8
18-22
573.00
9
1-4
568.75
9
5.8
559.25
10
1-5
564.50
10
6-9
560.00
FINAL PLAT
SHEET 3 OF 3
STONE BRIDGE OAKS
CITY OF GRAPEVINE,TARRANT COUNTY, TEXAS
6E IO M 5" ACRES OUT OF O.W. MINTER SURVEY
ABSTRACTIMM
138 LOTS~ TOWN HOUSES
5 LOTS GREEN SPACE
1 LOT PRIVATE ACCESS
PLANNED RESIDENTIAL DEVELOPMENT
BLOCK 1 LOTS 1-16, BLOCK 2 LOTS".
BLOCK 3 LOTS 1-11, BLOCK 4 LOTS 1-18,
BLOCK 5 LOTS 1.8, BLOCK 6 LOTS 1-18,
BLOCK 7 LOTS 1-20, BLOCK 8 LOTS 1-22,
BLOCK 9 LOTS i-8, BLOCK 10 LOTS 1-9,
BLOCK 11 LOT1, BLOCK 1211:
BLOCK 13 LOT1, BLOCK i4 LOT 1
BLOCK 15 LOTI, BLOCK 16 LOT 1,
OWNER
OWEVINE 380, L.P.
580 DECKER DR. SURE280
IRWNG 7X78082
CONTACT: OEM am DGE
(872)402.8905
ENGINEER
SCH CONSULTING ENGINEERS, INC.
7423 AIRPORT FREEWAY
FORT WORTH, TEAS 76118
CONTACT: CHISHA MUSENDA MSCE P.E.IBM 590-2228
APRIL 07, 2008