SF0515ALU -- -- --
J _ _ MEADOW CR EK ADDITION - _ > I I 1
1 CABINET U, SLIDE 347
i ( P.R.D.C.T. p -- o m
Q
I II I 11 I I I I I 1 I
4 3 2 JI 3 15' SANITARY
1 w
1 1 1 5'WALL & SEWER I i
14 13 12 I UTILITY w60 30 0 60 120 o J vI-i wz=0wa0"�
"~ BLOCK B EASEMENT
w w m
1 0 I II QUIT CLA6 _ a EASEMENT 1 CABINET U, w= w-i o
QUIT CLAIM 5' UTILITY EASEMENT TO BLOOMFIELD HOMES, L.P. = CABINET U, BLOCK A SLIDE 347 I I N
SCALE IN FEET 15' SANITARY SEWE 1 Q TO BLOOMFIELD HOMES, L.P. CABINET U, SLIDE 347 INST. NO.2017-18371 Q SLIDE 347 P.R.D.C.T. 1 O
1 r . EASEMENT I = 1 INST. NO. 2017-18371 P.R.D.C.T. - - - - - - - - - O.R.D.C.T _ - - - __ - - - - _ _ - P.R.D.C.T.
Z_+
60 CABINET U, SLIDE 347I O R.D.C.T. _ - - - - - - - - - - _ _ - - = fi _ - - - - 1/2" CIRF
BLOCKJ fA L-- ------------ _-_ -- - - - ----- - -
I P.R.D.C.T. S OO° 39' 02" E CIRR - - - - - - - -_L - - - - - - ° „ - - - - - - - - - - -
NORTHING 7107800.930 « CIRR _ S 00 3902E _ � __1284.31 18' A_ EY _ - _ - - "R.P.L.S. 325s
I EASTING 2462585.497 �I8 IRF 63.20 - _ _ __ _ -- - - - - 115.99- 2'
73.50 ,_ 6�50 E8 00 0.00 fi4.00 69:00 - 66.00 66.25 - -- 7030-�4.25- 6T.00 62.50 71.60 64.85 �, 35.35 30.01 1
ELEVATION 560.39 rCIR1
ourT aa:ni Oauuwo�R7 15' SANITAR SEWERId CID I EASEMENT
-"-1 0 0ICp r VOL. 4975, PG. 1378
CIRR aouNoa IY� 1 D.R.DC.T.30' S EASEMENT WER 1 BLOCK A �- i00 n o1 dw I`OI 7,a1s sF Co IIto
-v (VOL. 4435, PG. 360) 1 I .- o o c� 3 I N N 60.00 60.00' I(p N o r `"' 0 M 0n 14 15 16 In w� 12.00' OD.R.D.C.T. q(� rn 11 12 13 -v � rn wofvZ 3 N tj rn rJ i 6 cov 7 6� 8 M 9 10 CV N N T 7,614 SF N 8,699 SF o N 8,167 SFIOrA I° „ Z
18 SF N 9,243 SF N 8,466 SF N 8,506 SF N 8,732 SF N 7,963 SF N 8,562 SF N 8,168 SF N 8,178 SF 8,679 SF T 7,888 SF r 7,837 SF 6,183 SF N e- I rn I 1 N 00 57 43 E Cn I 2o a11s.58N10& UTEWALKILITY 25'BL - 1 rn l2 I I er oEASEMENT o 0 0 7 SF- -- -- - - � iY- �6�5 - 70_50 - - 64_25 - - �.�- - - �7.0b - - - -6�5� - ��� _ �6.18 �O �- N az1 1 7 59 qj=
MOZI- - - - 73_50 _ _ _67_50 _ _ 68.00 _ _ 70.00 _ _ 64.00 __ � 0� - - �6.0(� _ - - �' wLu15'SANITARY SEWER EASEMENT 10' UTILITY I 117.18 gLuINST. NO.2012-273 2' SIDEWALK -- -EASEMENT -1141.31- 0 L7 O.P.R.D.C.T. EASEMENT AUTUMN GLEN DRIVE oI CIRR PARTIALLY ABANDONED BY THIS PLAT S 00°55'53" E _ - _ - - Id BLOCK B E R.O.W.
_ 320.17 (60' R.O.W.) EASEME T 314.75 2' SIDEWALK I 3 12.00' CO DEDICATION I I
506.39 10' UTILITY T SIDEWALK EASEMENT = 7,636 SF 12,463 SF { {
EASEMENT EASEMENT _ _ _ _ r` I� 3 �-
FLOODPLAINTOB------- N(O ------------------ ��j �,'�� --- 124.OZ--- 114.64--- �9 0 1 I Iko$ 0 1 I I wN
RECLAIMED '` - 0 - _,00 _ - 62.00 - _ 68_�_ _ _ 62.60_ - - - -113 87 _ _ `�S _ --125.06 - - - 1107 - - -15 I- -
--- --1 I--- - B I I I� 117.78Cl) bM d� I I II j rwnc;�
\ 15' BL -1 I 5' BL I I I �• Z I I -10' UTILITY I o o M a a U
col jyj 1 1 I I I lol 18 cc 1 Io1 1 36 00 37 hI 1� EASEMENT o 1Z Z a)
& UTILITY � m 10 1�1 h•I 11,364 SF 9,204 SF 1�1 i 8,883 SF 9,034S F ICI I� 4 Z Z'Z 1 I I I ¢ J w v I Z 10' I WALK 25' BL o
\ I Q 9,524 SF o of I I 8,369 SF 12.00' I I I I O
J I EASEMENT 0 o o 1 1 I� I 1 1 1 1
THE TRAILS PHASE 15 1 `1 01 0 0 7 IT 1� I I ° « I S 00°5743" W S 00°5T43" W I I 15' BL
BLOCK A, LOT 2 I ° 0 O 6 o v 8 9 r I S 00 5743 S 00°57'43" W 1---
O of 8,5 S 04 7,440 SF 7,61s SF N 9,515 SF 9,68s SF S 00°5T43" W 1 I I 136.00 125.00 i I 130.00 "12457 -� CIRR I I I
COMMON AREA/OPEN SPACE, COD I X -I w 121.30 1 1 I D L
! 11
FLOODWAY & DRAINAGE EASEMENT I Z 1 m I_ l m `- 1 1 0I EASEMENT
l0 35 COTTONWOOD BRANCH a �,� I n I l0 17 0 2 % I 1�1 8,45o SFTRIBUTARY 2 011 ol C9,315 SF 0) 8,625 SF I 1`O 0° " W 6 ' O. 10
CABINET X, SLIDE 24 I BLOCK F I Q I L2 L3 �, 7sss SF I1 I I �Ol 1� _(n )
P.R.D.C.T. ' HOA 1 = L11 14 cc Z I I (000 I I 11 130.00 L24 I I I o r
_ 2 STEELS 1 37HO SF I I I CS 119.18 ( I 124.67 1 1 �6 -_ 1 11 Q I-
- - -` - FENCE POST 135.00 125.00 I I _ �DT� 4�_ - - O
FOUND FLOODPLAIN I I ��1 I I Z I I I I o of w r 15' BL --- f I I I _Z ¢ p
AND DRAINAGE I 1 I w w C6 1 ' M G 16 O I I 1 34 u> 39 Iu,1 o l l I ?s 1 1 rn <
EASEMENT , I I w to "o 8,160 SF rri
AND I of c o o BLOCK E o¢ 114 8,775 SF � 3 01 � I ICoI 8,515 SF w w 10' UTILITY I t!J
o r. o CID l01 z '' a 1 SEMENT 2 „� I I 10 U n
CITY OF FRISCO I o of E4' 3 00 Cy I w o 8,125 SF C01 W I ( I I � ¢ a i Iv�il 7,859 SF I I U -i
12 1 cp Sri
HIKE AND BIKE v r 9,F ;r N 8,823 SF o N 2 9,292 SF I� 1 1 MW a F o m ( 3 IY O O
v� TRAIL I l o I 0 r t+ r 12,4ao SF yj 1 1 I I 1 1 DN 130.00 O z w w I I 11 10 1 Z I I Y m
o co OD a I I 124.57 o w
MODER PYRAMIDS, INC. EASEMENT I CO I Z '�� 130.92 1 1 I 135.00 125.00 �� I I w W a c> m `� 118.43 I W N4� 1 1 1 g
INST. N0.2017-145390 I I 25' BL °�� ��` I 1 to o I �lr? o Z 1 1 22.00' x .° �� w I
O. .R.D.C.T. 2" STEEL - 0'�� I 1 o n o z I H paCLIL I m I
I I I I �.°` I of 15 I I� 33 40 I"'I x `��` Lu lol I d I w
1 "I 1 $ 4 I z ILO 8,515SF co 8,160SF O ai o w �n 3 I (/� viuiFn- a FI
FENCE POST - _ - 0 �1 BLOCK E Q 7,757 SF � I w
I � 60 - - 6�_72 - � r 13 I l01 N ICriI 9.315 SF cc cc 8,625 SF lai M 1 I I a Z 1, ICoI ui I 'CP U m "' I O
FOUND 15' WATER EASEMENT �- �C� \ °D 8,133 SF I1 lol BLOCK D COI �� I 1 1 a a a a I I co Z �JJJ I I I
I a INST. NO.2012-273 BIRCH GROVE CIRCLE 1 I
O.P.R.D.C.T. 1 \ 1 1 Z I I I I o� 130.00 124.57 vzQ° I I i I g o°»
PARTIALLY ABANDONED 1 (60' R.O.W.) 2' SIDEWALK \ 11,502 SF 123.22
BY THIS PLAT EASEMENT 135.00 1 ~ 1
5 SIDEWALK 53' 123.82 Sir°o �oo� \\ rn I I W 11 125.00 1 I( 1 118.43 1 4 �. W M
I I 32 N 41 1�1 I I � CO J Z I I W c�1 1 1
EASEMENT I 13 ° FL , 10' UTILITY I{ 10 14 o ( o o I I l01 0 I I as j I
CIRR 132.23 66'S2 EASEMENT 1 8,775 SF - o 5 101 I ICDI 8,507 SF co 8,152 SF 0 4 o tr m z
N 00°55'53" W 268.95 CIRR -�14 12 o coo 8,125 SF h �_ °� I I 7,698 sF to �� Z z `" 0 I 1
CIRR L3 CIRR 8,4 0 SF N (cCD 0 1 1 cc f°1 I I Z L 0'= a 6 I vo � I I
CR 1 CR W 1 Z I I 130.00 124.57 I I 4 �.'1-- uwi w J CD 0� I o >I
15' WATER EASEMENT I I 1 O� 1 1 125.00 I O I 1 1 o t- O O
�- 122.30 135.00 I I 118.43 �
M >o I 3w o w I
INST.
O.P R.D.0 T273 1 I Co bl 13 0 1 I O o 161 �, in ICI 101 m I N 0 > N
/ I I o I tY 0 m 31 0 42 m 22.00 O I l o I 1
I I I o o rA l V o 6 m pot Q I cvo ICol C'. e,s7o SF 0 8,596 SF �, Icc1 ce ��1 N 5 01 I I 1 1 1
' I 15' SANITARY C1 v 15 bl U1) l(0 9,315 SF � 8,625 SF N �o = 1 I W cp 8,171 SF Cop 1 Y
I I I SEWER EASEMENT W 7,768 SF Im O 11 I 11 1 1 ILL
Qz I 1 1
1 INST. NO.2012-273 O I ( 11 1 cn �w
O.P.R.D.C.T. "„ I n I 11 ( 1 130.00 124.57 p 1 M w2 ( I I
S 00 5743 W o ow
ZONE "X" 0 1n 135.00
125.00 1 1 118.43 rn II
Cl) 120.45 cj � � I lol o I LU 10 I I I
12 o I I 1� 8,450 SF 'p 8,09730 q 3SF I01 J (oI 6 0 l 1 0 I I Z n
I I I I o I I o 7 _ I 0 Cn J o a 0 x I I 1 I w
I ZONE "A" U1 8,014 SF Ion INI 8,747 SF cp po lol cD 1 r o
Cn 8,125 SF 1 r I`°I Q •.• I� 7,698 SF I I I I N r
FRIENDSHIP CHURCH ADDITION f° 1�1 I1 °1 o I I I I Q I I BLOCK C 1 1 I I-{ -I--w �!
N O APPROXIMATE LOCATION OF I I BLOCK A, LOT 2 1 ° I I I 1 130.00 124.57 }F C0 I I 22.00 o I I I w z 0.
i Z F.E.M.A. FLOODPLAIN I I I INST. NO. 2017-244 w S 00 41 30 E I nl 133.72 1 0 1 1 I_Z 1 I I I 118.43 I a ti Ci
m m COMMUNITY PANEL NO. ( 125.00 Z .mow o 119)
y 48121CD420 G O.P.R.D.C.T. - 120.00 I o I 1 1 101 I-- 0 1 I I �°D Z
EFFECTIVE DATE: APRIL 18, 2011 ' I I I M I I N ICnI I I I 29 S 44 �� '�i I� CD �'Z I I
o0 0 01 N 10 11 00 8 Io 1 0 8,450 SF
15' SANITARY o 7,680 SF �I 11 1 1 I to 8,097 SF b 7 � I 11 1
1
1 SEWER EASEMENT co I I r I 7,698 SF Cp 1'7 60.00' 00' 1 `t I1 I`1 S 00°57'43" W 1 �, I 1 + (-
ZONE "X" I I IL INST. N0. 2017-244 Z 1 1 I I S 00-57-43"' S 00°5743" W I I Y Z I 130.00 124.57 I I Z I I I
O.R.D.C.T. 120.00 I a w 0
LIMITS _ I 1 1 131.87 125.00 � M 1 I 1 1 0D 1 1 118.43 1
OF 100 YEAR FLOOD I I I w I I 1 1 � I�I 28 0o pol ZI �z Iol 22.00' I
ZONE "A" 1� M �I N 1g1 'g+ ICI Cli 45 - w 0 I
Notes : N 8,972 SF I 10J 8 0 l 1
r` I 10 c� 9 Iu; 1 8,969 SF 1 1
BASED ON A FLOOD I 18 h1 I^I 10,240 SF 4 8,710 SF u,l 1 ( 1 I 5 n M 7,698 SF (0I
1- Notice: Selling a portion of this addition by metes and bounds is a violation of City STUDY DATED 02/04/2014 , I 8,336 SF 1,01 0) I I 1 I S 03°35'21" W I b� I I 1 11� I I I O
ordinance and state law and is subject to fines and withholding of utilities and building CONDUCTED BY I 1 I cc I 1 15 BL - -1 / 130 14 N 00 57 43 E 1 4.57 S 00°57'43" W 1 i STREET 1 I E_ m
permits. CARDINAL STRATEGIES \ ° « I 1 L_ - _ - - _ _ _� - - �°6 ( m I I 1 - o w
3 8" IF S 00 41 30 E N 1 �__� - 10' SIDEWALK / 118.43 I .l EASEMENT p
2. Placement of street trees shall not interfere with the placement of traffic control devices or JILL TREVINO, P.E., CFM 120.00 CV ��\ - - - - I ' & UTILITY I I 2' SIDEWALK o 0 w
8 Cn EASEMENT 1 gI Q O
visibility at intersections. Existing and future traffic control devices may require the removal \ 2' SIDEWALK i EASEMENT N 00 57 43 E I O
or preclude the planting of street trees. LEGEND \ I I(�I EASEMENT SPRUCE VALLEY DRIVE _ 27 Z 1 9 o I I �I
1 314.28 11,537 SF et ,Q 17.66 I o $ NI I rZ-� a j
3. Zoning: Single Family-7; Builtto Single Family-7 Standards. \ \ 15' SANITARY 19 of « 1o' UTILITY (60 R.O.W•) / N a �U '60 1 I I I 1 I co Y F
IRF = IRON ROD FOUND 15' WATER SEWER EASEMENT-�{ 10,074 SF \ \ S 02 5505E EASEMENT / I 00 I ( POINT OF 1 0 w
CIRF=CAPPED IRON ROD FOUND \ \ \ INST. N0.2012-273 I N N BLOCK E _ _ s2j W o O BEGINNING I I U m CO
4. Where a 'J-swing' garage is not utilized the face of the garage shall be set back a minimum EASEMENT ° Cn p 1 S 08 O �o.ss
CIRR = 5/8" CAPPED IRON ROD RECOVERED O.P.R.D.C.T. 0 "r- 17.90 _ - �07 C� / 0 04 ,23« "
of 25 feet from the front property line. " INST. N0.2012-273 ` \ _ - - T 7 9 8H / tU W �` 5/8 CIRF I w Q
STAMPED"R.P.L.S.5430 ICI.- «� C\ 61.66�- 6 3 m 46 \ 102.36 �'�'� Y U
\ O.P.R.D.C.T. O 20 \9 _ - 8.A Gji HOA >\ 10 �, ED CAP
5. Development standards of this plat shall comply with ZoningOrd. 11-04-09 as amended. R.O.W. =RIGHT OF -WAY \ N 15 8 S ' -
HOA = HOMEOWNERS' ASSOCIATION \ I g°`L 9 - C N 10,006 SF�� Q �� HOA 1
6. The Homeowners Association Lots -Block B, Lot 5; Block C, Lots 1 & 10; Block E, Lot 46; BL =BUILDING LINE \ �2 �39? 25 BL w ^� �� 4,204 SF D I Fo m 0D I
INST. =INSTRUMENT I 00 -> ° 26 Cn ^ I 1 f- z w °'
and Block F, Lot 1, are to be owned and maintained by the Homeowners Association (n - 1 > W >I\ 9.91 « Z m Z H 1 1 I I
NO. = NUMBER LU -� Cr a? 14,733 SF N ,� co 9... 3/8 IRF w w O C9 I z o
(H.O.A.). \� \\ I �? ao -� N N o w w -� I W= n. O 1 w Co
VOL. = VOLUME _ o N A 24 A 25 ` N p r� 20 _ w CO a C6 d I I a
PG. - PAGE o N 0 0 23 Cp CIr 8,452 SF CV 3� N w w w
7. Bearing system of this survey is based on the City of Frisco Monumentation system, whose \ M 20 �- A 22 w w 7,923 SF o v; cp 66.01 w 0 1 I m (7
SF =SQUARE FEET \ I , - I N °? 21 0o Cn o 6,035 SF F- � a U
positions are published on the Texas State Plane Coordinate System, North Central Zone O 17,344 SF o ^• o 0 7,841 SF 463.2 c O
4202 (North American Datum of 1983, 1993 HPGN adjustment). The horizontal coordinates P.R.D.C.T. =PLAT RECORDS DENTON COUNTY, TEXAS ° N 9,198 SF _ a > m Cn
of this survey are local surface coordinates derived from Frisco Monument 11 (CSF D.R.D.C.T. =DEED RECORDS DENTON COUNTY, TEXAS \ \ \ CO o O ^ 8.95 54 °24' 16" W O
O.P.R.D.C.T. = OFFICIAL RECORDS DENTON COUNTY, TEXAS l I O CON O9 I a J
o.sss65o2s). Z � LIMITS I � I I 1 1� o 0
EASEMENT TO BE ABANDONED BY THIS PLAT I Z 76.34
8. All retaining walls shall be owned and maintained by the property owner. ® _ \ 15' WATER EASEMENT I 64.02 OF 100 YEAR FLOOD I 1 I I o >
\ INST. NO.2017-244 I 29.83 34.19 " ZONE "A" I I
61.71 3!8 IRF
9. Portions of this site are in floodplain according to Community Panel No. 48121CO420 G, O.R.D.C.T. _ _ 90.52 1/2" CIRF L2 BASED ON A FLOOD J- L
dated April 18, 2011 of the National Flood Insurance Program Map, Flood Insurance Rate ALL GARNERS ARE A 5161NCH IRON ROD SET WITH CAP STAMPED'TNP' \ 126 82 �"" "' 308.88 - - RED CAP STUDY DATED 02/04/2014
Map of Denton County, Texas and incorporated areas, Federal Emergency Management UNLESS OTHERWISE NOTED ON THE SURVEY. ` \ J N O4018'4 ] V1( - - - - - - -
Agency, Federal Insurance Administration. This property is in ZONE "A" (areas subject to I \ _ /2" IRF _ _ - - - - - - - O CONDUCTED BY
o
inundation by the 1-percent-annual-chance flood event generally determined using I. -THE JACKY THOMAS TRUST FINAL PLAT
approximate methodologies. because detailed hydraulic analyses have not been performed,
no base flood elevations (BFES) or flood depths are shown), and ZONE "X", (areas
determined to be outside the 0.2% annual chance floodplain) this flood statement does not
imply that the property and/or the structures thereon will be free from flooding or flood
damage. On rare occasions, greater floods can and will occur and flood heights may be
increased by man-made or natural causes. This flood statement shall not create liability on
the part of the surveyor.
10. Any fence located on the boundary between an open space and a single family lot shall be
in accordance with Section B-4 of the Form -Based Codes Manual.
11. Detention for proposed development shown herein is not required and proposed floodplain
reclamation shall have no adverse impact based on the downstream assessment and flood
study submitted to the City of Frisco on 1/3/2017 by Cardinal Services on behalf of
Claymoore Engineering.
12. The Floodplain to be reclaimed is shown hatched.
13. The surveyor, as required by state law, is responsible for surveying information only and
bears no responsibility for the accuracy of the engineering data on this plat.
� Cv Q I CARDINAL STRATEGIES
15' UTILITY EASEMENT c> U w INST. NO.2012-113431 JILL TREVINO, P.E., CFM
NORTHING 7107355.071 INST. NO.2019-46704 O Z
I O.P.R.D.C.T.
/ FASTING 2461589.818 Q � � � " SPRING VIEW ESTATES
24' TEMPORARY O.R.D.C.T. 4 : w 4 ---'�
ELEVATION 575.12
ACCESS EASEMENT °n %« 1- U
INST. NO. 2012-273 C. LU Q > m UJ
I O.P.R.D.C.T. 2 lY N BLOCK A- LOTS 1-16, BLOCK B- LOTS 1-5,
FRIENDSHIP CHURCH ADDITION W rK - 5 m BLOCK C - LOTS 1-10, BLOCK D - LOTS 1-18, Filed
the Official Records Of:
j 2o'e� �zo'e� 1 BLOCK A, LOT I :S O 0' > > Filed for Record
INST. NO.2013-192 y a y 1 / BLOCK 91 SINGLE FAMILY-7
B�OCOKS -LOT 1 Den on Count 10:25:34 AM
LOT LOT / O.P.R.D.C.T. Q
w m mI m i] I 5 HOMEOWNERS ASSOCIATION LOTS On:In the PLAT Records
SPRING VIEW ESTATES
N � ze'BL zs'sL � 1 � 25.936 ACRES IN THE Doc Number: 2019-364
l I OWNERIDEVELOPER ENGINEER SURVEYOR M.E.P. & P.R.R. SURVEY, ABSTRACT NO. 920, AND THE Number of Pages: 2
BLOOMFIELD HOMES L.P. CLAYMOORE ENGINEERING, INC. TEAGUE NALL & PERKINS, INC. J.B. BALCH SURVEY, ABSTRACT NO. 114 Amount: 100.00
Order#:
STREET 1050 E. Hwy. 114, Suite 210 1903 Central Drive Ste. 406 825 Walters Creek Boulevard, Suite M300 By: LV
rsiDEwALK s unuTY UTILITY \ Southlake, Texas 76092 Bedford, Texas 76021 tn
Allen, Texas 75013 CITY OF FRISCO, DENTON COUNTY, TEXAS
EASEMENT EASEMENT EASEMENT
PH. 817.416.1572 PH. 817.281.0572 214.461.9867 ph 214.461.9864 fx CITY PROJECT # FP19-0031
TYPICAL LOT DETAIL A P
Contact: Mike Gavin Contact: Drew Donosk T.B.P.L.S. Registration No. 10194381
SF-7 LOTS \ y 9
(N.T.S.) Project # 16-1587-BLM 18502 Contact: Brian Maddox August 7, 2019 1"=60' SHEET 1 OF 2
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS BLOOMFIELD HOMES, L.P., is the sole owner of a tract of land situated in the M.E.P. & P.R.R. Survey, Abstract No. 920, and the J.B. Balch
Survey, Abstract No. 114 Denton County, Texas, being all of three tracts of land described by deed to Bloomfield Homes, L.P. recorded in Instrument
numbers 2016-115926, 2016-115910, and 2016-115917 of the Official Public Records of Denton County, Texas, all of Lot 3, Block A of Friendship church
addition, an addition to the City of Frisco as recorded in Instrument Number 2017-244 of the Official Public Records of Denton County, Texas, and all of a
Quit Claim Deed to Bloomfield Homes, L.P., recorded in Instrument Number 2017-18371 of the Official Public Records of Denton County, Texas, and
being more particularly described as follows:
BEGINNING at a 518 inch iron rod with red cap found lying on the north line of Main Street (Formerly Farm Road No. 720), a variable width right-of-way,
said point also being the southwest corner of said Bloomfield tracts and the southeast corner of a tract of land described by deed to The Jacky Thomas
Trust as recorded in Instrument Number 2012-113431 of the Deed Records of Denton County, Texas;
THENCE along the common line of said Thomas Trust tract and said Bloomfield tracts the following courses and distances;
North 42 degrees 51 minutes 04 seconds West a distance of 99.84 feet to a 318 inch iron rod found for corner at the westerly base of a single old Bois-D'
arc fence post;
North 09 degrees 24 minutes 16 seconds West, a distance of 463.21 feet to a 3/8 inch iron rod found for comer;
North 04 degrees 30 minutes 32 seconds West, a distance of 107.16 feet to a 1/2 inch iron rod with red cap found for the northeast corner of said Thomas
Trust tract and the southeast corner of Lot 1 R, Block A of the Friendship Church Addition, an addition to the City of Frisco as recorded in Instrument
Number 2013-192 of the Official Public Records of Denton County, Texas;
THENCE North 04 degrees 18 minutes 47 seconds West along the common line of said Lot 1 R and said Bloomfield tracts, a distance of 308.88 feet to a
1/2 inch iron rod found at the northerly base of a fence comer for the northwest corner of said Bloomfield tracts and for a southerly corner of Lot 2, Block
A of said Friendship Church Addition, recorded in Instrument Number 2017-244 of the Official Public Records of Denton County, Texas;
THENCE North 88 degrees 50 minutes 34 seconds East along the common line of said Bloomfield tracts and said Lot 2, a distance of 208.02 feet to a 3/8
inch iron rod found for corner at an angle point in same;
THENCE North 89 degrees 18 minutes 30 seconds East continuing along said common line, a distance of 301.59 feet to a 5/8 inch iron rod with cap
stamped "R.P.L.S. 5430" found for the southeast corner of said Lot 2 and the southwest corner of Lot 3, Block A of said Friendship Church Addition,
recorded in Instrument Number 2017-244 of the Official Public Records of Denton County, Texas;
THENCE along the common line of said Lot 2 and said Lot 3 the following courses and distances;
North 00 degrees 55 minutes 53 seconds West, a distance of 110.47 feet to a 5/8 inch iron rod with cap stamped "R.P.L.S. 5430" found for corner at the
beginning of a curve to the right;
With said curve to the right having a radius of 60.00 feet, a central angle of 173 degrees 57 minutes 08 seconds, an arc length of 182.16 feet, a chord
bearing of North 02 degrees 05 minutes 33 seconds East, a distance of 119.83 feet to a 5/8 inch iron rod with cap stamped "R.P.L.S. 5430" found for
comer;
North 00 degrees 55 minutes 53 seconds West, a distance of 268.95 feet to a 5/8 inch iron rod with cap stamped "R.P.L.S. 5430" found for corner at the
northeast corner of said Lot 2, same being the northwest corner of said Lot 3;
THENCE South 72 degrees 03 minutes 20 seconds East along the north line of said Lot 3, a distance of 93.74 feet to a 2 inch Steel Fence Post found for
comer;
THENCE South 51 degrees 45 minutes 50 seconds East continuing along the north line of said Lot 3, a distance of 56.24 feet to a 2 inch Steel Fence
Post found for corner;
North 89 degrees 34 minutes 57 seconds East continuing along the north line of said Lot 3, a distance of 354.59 feet to a 5/8 inch iron rod found for the
northwest corner of Meadow Creek Addition, an addition to the City of Frisco recorded in Cabinet U, Slide 347 of the Plat Records of Denton County,
Texas same being the northeast corner of said Lot 3;
THENCE South 00 degrees 39 minutes 02 seconds East along the east line of said Lot 3 same being the west line of said Meadow Creek Addition, a
distance of 63.20 feet to a 518 inch iron rod with cap stamped "R.P.L.S. 5430" found for the northeast corner of a right-of-way dedication for Shady Brook
Lane, (a 50' right-of-way) as dedicated by said Friendship Church Addition, recorded in Instrument Number 2017-244 of the Official Public Records of
Denton County, Texas said;
THENCE along the common line of said Lot 3 and said right-of-way dedication the following courses and distances;
South 89 degrees 04 minutes 07 seconds West along the north r, a distance of 150.00 feet to a 5/8 inch iron rod with cap stamped "R.P.L.S. 5430" found
for corner;
South 00 degrees 39 minutes 02 seconds East, a distance of 50.00 feet to a 518 inch iron rod with cap stamped "R.P.L.S. 5430" found for comer;
North 89 degrees 04 minutes 07 seconds East, a distance of 135.00 feet to a 5/8 inch iron rod with cap stamped "R.P.L.S. 5430" found for comer;
South 72 degrees 28 minutes 07 seconds East, a distance of 15.79 feet to a 518 inch iron rod with cap stamped "R.P.L.S. 5430" found for corner lying on
the aforementioned west line of said Meadow Creek Addition;
THENCE South 00 degrees 39 minutes 02 seconds East along the west line of said Meadow Creek Addition, a distance of 1284.31 feet to a 1/2 inch iron
rod with cap stamped "R.P.L.S. 3258" found for the southeast comer of said Bloomfield tracts and the southwest comer of said Meadow Creek Addition,
said point also lying on the north line of previously mentioned Main Street;
THENCE North 89 degrees 34 minutes 00 seconds West along the north line of said Main Street, a distance of 269.79 feet to a 5/8 inch iron rod with cap
stamped "R.P.L.S. 5430" found for corner;
THENCE North 89 degrees 02 minutes 17 seconds West continuing along the north line of said Main Street, a distance of 566.66 feet to the POINT OF
BEGINNING containing 1,129,771 square Feet, or 25.936 acres of land.
LOT LINE TABLE
LINE
BEARING
DISTANCE
L1
S 00"55'53" E
72.00
L2
S 00"55'53" E
62.00
L3
S 00"55'53" E
20,33
L4
S 10"27'56" W
42.51
L5
S 17'48'17" W
71.81
L6
S 15"04'36" W
40.14
L7
S 76°57'34" W
47.22
L8
S 84"0624" W
64.46
L9
N 88°51'35" W
33.42
L10
S 00"55'53" E
77.00
1-11
S 00"55'53" E
77.33
L12
S 44"04'07" W
14.14
L13
N 45°55'53" W
14.14
L14
S 44"04'07" W
14.14
L15
S 45"00'55" W
13.92
L16
N 44"59'05" W
14.39
L17
S 45°0955" W
13.91
L18
S 44"59'05" E
14.37
L19
S 45°00'55" W
13.91
L20
S 44"59'05" E
14.38
L21
S 45°57'4Y W
14.14
L22
S 44' 18'08" E
18.30
L23
S 44°18'08" E
16.89
L24
S 45"57'43" W
4.24
L26
S 45"57'43" W
31.11
L26
S 44*02'17" E
14.14
L27
N 44"03'28" W
32.77
L28
S 43*11'43" W
13.86
L29
S 45"5841" E
14.61
L30
S 72"22'17" W
15.68
LOT CURVE TABLE
CURVE
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
C1
60.00
49*3617"
51.95
N 23"52'09" E
50.34
C2
60.00
46"2641"
48.64
N 71°53'38" E
47.32
C3
60.00
7006'40"
7.45
S 85"28'57" E
7.44
C4
60.00
152"32'40"
159.74
N 75918'37" W
116.57
C5
50.00
46"16'40"
40.39
N 85"5841" W
39.30
C6
50.00
46°27'03"
40.54
N 39°36'49" W
39.43
C7
50.00
33"3Z57"
29.28
N 00023'11" E
28.86
C8
50.00
47*4939"
41.61
N 11°57'30" W
40.42
C9
50.00
48"43'43"
42.52
N 36"14'41" E
41.25
C10
50.00
48"41'27"
42.49
N 84*57'16" E
41.22
BOUNDARY CURVE TABLE
CURVE
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
C1
60.00
173"57'08"
182.16
N 02-05-33" E
119.83
BOUNDARY LINE TABLE
LINE
BEARING
DISTANCE
L1
N 42"51'04" W
99.84
L2
N 04°30'32" W
107.16
L3
S 00"55'53" E
110.47
L4
S 72°03'20" E
93.74
L5
S 51 "45'50" E
56.24
L6
N 89"04'07" E
150.00
L7
N 0"39'02" W
50.00
L8
S 89"04'07" W
135.00
L9
S 72"28'07" E
15.79
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, BLOOMFIELD HOMES, L.P., acting herein by and through its duly authorized officers, does hereby certify and adopt this plat designating the herein above described property as
SPRING VIEW ESTATES BLOCK A - LOTS 1-16, BLOCK B - LOTS 1-5, BLOCK C - LOTS 1-10, BLOCK D - LOTS 1-18, BLOCK E - LOTS 1-46, & BLOCK F - LOT 1, an addition to the
City of Frisco, and does hereby dedicate to the public use forever, the streets and alleys shown thereon. BLOOMFIELD HOMES, L.P., does herein certify the following:
1. The streets and alleys herein are dedicated in fee simple for street and alley purposes.
2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances.
3. The easements and public use areas, as shown and created by this plat, are dedicated for the public use forever for the purposes indicated on this plat.
4. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape
improvements may be placed in landscape easements if approved by the City of Frisco.
5. The City of Frisco is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair.
6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular
utilities, said use by public utilities being subordinate to the public's and City of Frisco's use thereof.
7. The City of Frisco and public utilities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may
in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in the easements.
8. The City of Frisco and public utilities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing,
inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from
anyone.
9. All modifications to this document shall be by means of plat and approved by the City of Frisco.
This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the City of Frisco, Texas.
WITNESS, my hand, this 2-4 day of Ay& V s , 2019.
BLOOMFIELD HOMES, L.P.,
a Texas limited partnership
By: Bloomfield Properties, Inc.,
a Texas corporation, Ge eral Partner
By..
Donald J. Dyk ra, Pr ident
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Donald J. Dykstra, known to me to be the person and officer whose name is
subscribed to the foregoing instrument, and acknowledged to me that he executed the same or the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2019.
No Public, State of Texas AbRiASULLIVAN
FLOODPLAIN AND DRAINAGE EASEMENT
STATE OF TEXAS §
COUNTY OF DENTON §
CITY OF FRISCO §
E_ : �"• ; h8fiff Public, State of Texas
e®fiifl9: txplraa 06-22-2023
Notify I® 130244190
This plat is hereby adopted by the Owners and approved by the City of Frisco (Called "City") subject to the following conditions which shall be binding upon the Owners, their heirs, grantees,
successors and assigns:
The area or areas shown on the plat as "Floodplain Drainage Easement" shall remain unimproved at all times and be maintained by the Owners of the lot or lots that are traversed by, or
adjacent to the said Floodplain Drainage Easement. The area within the Floodplain Drainage Easement is subject to storm water overflow and bank erosion to an extent that cannot be
defined. The City shall not be held liable for any damages of any nature resulting from the occurrence of these natural phenomena. The City will not be responsible for the maintenance and
operation of the Floodplain Drainage Easement or for any damage to private property or person that results from the flow of water within the Floodplain Drainage Easement. No obstruction to
the natural flow of storm water shall be permitted by construction of any type within the Floodplain Drainage Easement unless approved by the Director of Engineering Services. Each
property owner shall keep the portion of the Floodplain Drainage Easement traversing or adjacent to his property clean and free of debris, silt, and any materials that would result in
unsanitary conditions, or obstruct the flow of water. The City shall have the right of ingress and egress for the purpose of inspection and supervision of maintenance work by the property
owner. Provided, however, it is understood that in the event it becomes necessary for the City to erect or consider erecting any type of drainage structure in order to improve the storm
drainage that may be occasioned by streets and alleys in or adjacent to the subdivision, then in such event, the City shall have the right to enter upon the Floodplain Drainage Easement at
any point, or points, to investigate, survey or to erect, construct and maintain any drainage facility deemed necessary for drainage purposes. The natural drainage through the Floodplain
Drainage Easement, as in the case of all natural channels, are subject to storm water overflow and natural bank erosion to an extent which cannot be definitely defined. Building areas
outside the Floodplain Drainage Easement line shall be filled to a minimum elevation as shown on the plat. The minimum floor elevation for each lot shall be as shown on the plat
STREET EASEMENT
The area or areas shown on the plat as "Street Easemenr are hereby given and granted to the City of Frisco (City), its successors and assigns, as an easement to
construct, reconstruct, operate, repair, re -build, replace, relocate, alter, remove and perpetually maintain street and highway facilities, together with all appurtenances and incidental
improvements, in, upon and across certain real property owned by Grantor. Appurtenances and incidental improvements include, but are not limited to, curbs, gutters, inlets, aprons, traffic
signs with or without attached flashing lights, guard rails, sidewalks, buried conduits, buried City utilities, and underground franchise utilities. Street Easements shall remain accessible at all
times and shall be maintained by the Owners of the lot or lots that are traversed by, or adjacent to the Street Easement. After doing any work in connection with the construction, operation or
repair of the street and highway facilities, the City shall restore the surface of the Street Easement as close to the condition in which it was found before such work was undertaken as is
reasonably practicable, except for trees, shrubs and structures within the Street Easement that were removed as a result of such work.
OWNER/DEVELOPER
BLOOMFIELD HOMES L.P.
1050 E. Hwy. 114, Suite 210
Southlake, Texas 76092
PH. 817.416.1572
Contact: Mike Gavin
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
That 1, Brian Maddox, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey
of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the
subdivision regulations of the City of Frisco, Texas.
Dated this the 2 OfiK day of � ("•s-P, 2019.
�y'�; �•� �8TEIe�ti
O
....S......
/A/1 d BRIAN J. MADt
Brian addox, RPLS #5430 �V *.%4� •.5430
STATE OF TEXAS §
COUNTY OF COLLIN §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Brian Maddox, known to me
to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for
the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the /y day of 2019.
Notary Public, State of Texas ;a a•; '�; ANNAPUKANALAPURKU
.�� Notary Public
* �+ STATE OF TEXAS
Notary ID 112484326-0
My Comm.B4.Ato*31,2022
ENGINEER SURVEYOR
CLAYMOORE ENGINEERING, INC. TEAGUE NALL & PERKINS, INC.
1903 Central Drive Ste. 406 825 Wafters Creek Boulevard, Suite M300
Bedford, Texas 76021 Allen, Texas 75013
PH. 817.281.0572 Atnp 214.461.9867 ph 214.461.9864 fx
Contact: Drew Donosky T.B.P.L.S. Registration No. 10194381
Project # 16-1587-BLM 18502 Contact: Brian Maddox
CERTIFICATE OF APPROVAL
APPROVED this the / jG'� ! 1 day of�wgsl
20 by a Planning & Zoning Commiss' n of the City of Frisco, Texas.
PLANNIN & Z NG MISSION CHAIR,
rNING & ZO I COMMISSION SECRETARYo- � sc�'" ,
CI SECRETARY
S F0515A G01, S06, C32
705812 FRIENDSHIP CHURCH ADDITION BLK A LOT 3/ALL
77936 A0920A MEP&PRR TR 5,1.25AC/ALL
43595 A0920A MEP&PRR TR 6, 3.29AC/ALL
43598 A0920A MEP&PRR TR 7,1.66AC/ALL
43454 A0114A BALCH TR 10, 3.75AC/ALL
43458 A0114A BALCH TR 9, 6.711AC/ALL
43453 A0114A BALCH TR 8, 2.012AC/ALL
194089 A0114A BALCH TR 8A, 2.327AC/ALL
FINAL PLAT
SPRING VIEW ESTATES
BLOCK A - LOTS 1-16, BLOCK B - LOTS 1-5,
BLOCK C - LOTS 1-10, BLOCK D - LOTS 1-18,
BLOCK E - LOTS 1-46, & BLOCK F - LOT 1
91 SINGLE FAMILY-7 LOTS
5 HOMEOWNERS ASSOCIATION LOTS
25.936 ACRES IN THE
M.E.P. & P.R.R. SURVEY, ABSTRACT NO. 920, AND THE
J.B. BALCH SURVEY, ABSTRACT NO. 114
CITY OF FRISCO, DENTON COUNTY, TEXAS
CITY PROJECT # FP19-0031
August 7, 2019 1"=60' SHEET 2 OF 2
Filed for Record
in the Official Records Of:
Denton County
On: 8/29/2019 10:25:34 AM
In the PLAT Records
SPRING VIEW ESTATES
Doc Number: 2019-364
Number of Pages: 2
Amount: 100.00
Order#:
By: LV