SD5017AOWNER'S CERTIFICATION
GENERAL NOTES:
1. ALL CORNERS ARE MARKED WITH CAPPED 1/2" IRON RODS
STAMPED "KAT' UNLESS OTHERWISE NOTED.
2. FLOOD STATEMENT: I HAVE REVIEWED THE F.E.M.A. FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY, COMMUNITY
NUMBER 480774 EFFECTIVE DATE 4-18-2011 AND THAT MAP
INDICATES AS SCALED, THAT THIS PROPERTY IS WITHIN
"NON -SHADED ZONEX"DEFINED AS"AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD (500-YEAR)' AS SHOWN
ON PANEL 240 G OF SAID MAP.
3. NOTE: THE CITY OF DENTON HAS ADOPTED THE NATIONAL
ELECTRICAL SAFETY CODE (THE "CODE). THE CODE GENERALLY
PROHIBITS STRUCTURES WITHIN 17.5 FEET ON EITHER SIDE OF THE
CENTERLINE OF OVERHEAD DISTRIBUTION LINES AND WITHIN 37.5
FEET ON EITHER SIDE OF THE CENTERLINE OF OVERHEAD
TRANSMISSION LINES. IN SOME INSTANCES THE CODE REQUIRES
GREATER CLEARANCES. BUILDING PERMITS WILL NOT BE ISSUED
FOR STRUCTURES WITHIN THESE CLEARANCE AREAS. CONTACT
THE BUILDING OFFICIAL WITH SPECIFIC QUESTIONS.
4. TAPS MADE TO EXISTING WATERLINES OR RELOCATION OF FIRE
HYDRANT SHALL BE DONE BY THE CITY OF DENTON AT THE
CONTRACTORS EXPENSE. CONTACT KENT CONKLE WITH THE
WATER DEPARTMENT AT (940) 349-7181.
5. TAPS MADE TO EXISTING SEWER LINES SHALL BE DONE BY THE
CITY OF DENTON AT THE CONTRACTORS EXPENSE. CONTACT
JUSTIN DIVINEY WITH THE WASTEWATER DEPARTMENT AT (940)
349-8489.
6. THE PURPOSE OF THIS FINAL PLAT IS TO CREATE 104
RESIDENTIAL LOTS FROM A PREVIOUSLY UNPLATTED TRACT.
7. NOTE: BEARINGS SHOWN HEREON ARE REFERENCED TO THE
TEXAS COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE
(4202), AND ARE BASED ON THE NORTH AMERICAN DATUM OF 1983,
2011 ADJUSTMENT.
8. THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE PROVIDED
WHEN A BUILDING PERMIT APPLICATION IS SUBMITTED. THE
MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE BASED ON
CURRENT FEMA DATA. THE MINIMUM FLOOR ELEVATIONS SHALL BE
STATED AS MEAN SEA LEVEL RATHER THAN RELATIVE BASED ON
CITY OF DENTON DATUM OR N.G.S. 1983 DATUM.
9. HOA TO OWN AND MAINTAIN THE SCREENING WALL LOCATED
WITHIN THE WALL MAINTENANCE EASEMENT ALONG HERCULES
DRIVE AND PICADILLY STREET.
NAD 83 = NORTH AMERICAN DATUM 1983
POB = POINT OF BEGINNING
D.E. = DRAINAGE EASEMENT
D.U.E. = DRAINAGE & UTILITY EASEMENT
P.U.E, = PUBLIC UTILITY EASEMENT
W.E. = WALL EASEMENT
MIN. FFE = MINIMUM FINISHED FLOOR ELEVATION
I.I.E. = UTILITY EASEMENT
E.E. = ELECTRIC EASEMENT
CAP/IRS = CAPPED IRON ROD SET
R.P.R.D.C.T. = REAL PROPERTY RECORDS DENTON COUNTY TEXAS
-q- - CENTERLINE OF ROAD
DIXON LANE
50'R.O.W. LOT 9
REMAINDER OF A TRACT OF LAND
LOT 8 DESCRIBED IN A DEED TO
LOT 6 BLOCK A NAD 83 SHERCROSS DEVELOPMENT, L.C. 30'P.U.E.
LOT 7 N1,143,1137.550 INST. NO. 2018-83655 DOG. NO. 2002-RO102734-
E�,39WRj 728 R.P.R.D.C.T.
- IRS- _R.P.R.D.C.T�
30'D.0 E. CABINET U, 97.91' POB
PAGE D.U.E.
P.R.D.C.T. N 88-16'39- W
S 88016'39" E 686.06' CAPIIR�S
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FUTURE PHASE 2B 582W 50W 50.W 60.W N 88*16'3 52.61' 60.43' 50.43' 50-4V 50.43' 0 3 62.79� W R.P.R.D.C.T.
REMAINDER OF A TRACT OF LAND 0.16 ACRE
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DESCRIBED IN A DEED TO WCo
SHERCROSS DEVELOPMENT, L.C.
__T
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INST. NO. 2018 z 7 ` 17 T W.E.
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r iz z 22 �t R.o FUTURE PHASE I
0.14ACIZIM 0. 16 ACRE .: 23 W OA5 ACRE s AC 0.16ACRE & I
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Z.E.
0 5 ::i 021ACRE 0 0.16ACRE 0: Cl) 1 712 9.0 MIN. FFE 640.1 REMAINDER OF A TRACT OF LAND
Z 120.W Z. N88*16'3VW 223.0&z�� CS N 80*48,04, DESCRIBED IN A DEED TO
8 89*26'22* E P W 89.71° SHERCROSS DEVELOPMENT, L.C.
Cis INST. NO. 20184M55
6 SL
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VARIABLE WIDTH D.E. 0.17 ACRE ig
4do 12 N88'1&`Q!W 65.74' 3'W.E7--
BY SEPARATE N 89*57'31 E 100.97' 0.18ACR-E 17
40
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CAPARS 0 CAPIRS CAPIIKb 3
N 89-25-22- W 412.0_0' 63.39' 0.15ACRE
5.62' 293.89' MEADOW HILL STREET _C9 01
CAPARS 114.3V 511DO:
If "I- .5mz VL
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CAPPRS
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1.21'
L6
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26.27'
L7
N 46*08'ST E
14.00'
L8 i
N 43051'04"W
14.26
L9
N 46*OV5TE
14.00'
00
N 47*48'55" W
14.44'
LI1
S 8*2623" W
21.36'
L12
S 42*39'07'E
19.69,
L13
S 52*07'16"W
21.21'
L14
S 19033ATE
14.05'
_T1 _5
S 61 '52`09" W
16.40'
"E-16-
W48'22`3T W
16.00,
- C1-7
N 45-10`31- E
13,61'
TI-8-
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14,14'
L19
S 44*53'18" W
21.36'
L20
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2 . =TW
L21
N I W
21.18'
L22
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11.661
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L24
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L26:
N 82*52'46'W
V
L26
N 85-34-44- W
19-96
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22.32'
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13.59'
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N W25*2r W
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N W2622W
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2
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156.70'
N 89*25`2r W
I
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V W.E.
T
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EUSTON STREET
C
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13*
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cy MIN, FFINNME39A
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MIN. FFE 839.4
Cj
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FUTURE LOT 2
'1�
FUTURE PHASE I
CA -LOT 3, BLOCK C
REMAINDER OF A TRACT OF LAND
DESCRIBED IN A DEED TO
SHERCROSS DEVELOPMENT, L.C.
TW.E. INST. NO. 2018-83655
10 R.P.R.D.C.T.
I ACRE
FE - MA
9 rp
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0,18 ACRE
2
3
4
z 5
9
z 6
z 7
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8
0.25 lO �CRE
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- 1
11 C"'FIR S
. .. . ..
5b9'4aW*W
642.06
I
t
8944_1" Vq 766 _27- HERC_U[E_LANE
N:7,141, .311_S
E:2,391,938.609
NAD 83
0 rl a 101 M
_RADIUS
W
ARC LENGTH
1%9 -
CHORD LENGTH
CHORD BEARING
DELTA ANGLE-
451.3r
244.56'
241.68'
S 22'_IV4VW
31"OT39' -
535.00"
353.67'
347,2r
S 18*1746#1 W
37*52'35" -
395-00'
5810'
68.64'
N 03*40'47" W
8*30'61" -
16.98'
. . . ! -r A robs m
C5
C6
C7
474.99
250.00'
260.09
250.00'
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680.017
500-00'
9.99'
250,01'
r.civl=MWI.1=�rti,...�
62.04'
23.56
88.01,
95.13'
78RO'
75.79'
24492'
269 7R'
81.80,
9o.9r
61.99,
23.56
87.66'
94.56'
-
265.53'
101.55'
78.16
75,59
24I 01-
259.7T
01A0
90.46
N 84*32'I3"W
N 85-34-40- _W
N 09'30'30"W
N 08*41'34" W
N 73*1110" W
N 1111 *08'29"W
V06"
N W26`015"
-
N 08*4
Kj -m%
I'll - -
N 72*27'
7*2&59"
5-23`68" -
20*10'16'
21'48'OT'
32*2T42"
23*26'16"
7*5928"
7022'09'
0*34'40"
006'44"
20*50"8' 1
08
C9
CIO
CII
C12
C13
C14
C15
C16
=r%I lUnADV I IMP TARLIF
'BEARING
DISTANCE
LI
I
S 37*14'03'W
23.44'
L2
S 01*434T'E
34'
L3
S 44*3442'W
0 ,
28.0'
L4
NORTH
60.00'
L5
IN 35043'29'E
11.61'
L6
N 19*3638"W
12.78'
L7
N 70*2422" E
50.00,
L8
S 19635'38" E
14,24!
L9
S 53007'24" E_
15.62'
^iam-rcol If= I IN;: TARI.P
LINE
BEARING
DISTANCE
L'I
-
N 82-5246- W
73-86'
L2
N 00'02'41" W
71-58'
L3
N 17°24'S0"W
44.99
L4
N 19*3638"W
62.62'
L5
N 37*I4'O3'E
23.44'
L6
N 00°3631"W
58.83'
L7
N 82*52'45. W
42.89
L8
N 62-OT12" W
�.2V
YOR: OWNER: ENGINEER:
I RVEYING, INC. SHERCROSS DEVELOPMENT, L.C. CRANNELL, CRANNELL & MARTIN ENGINEERING CORPORATION
ESTMINSTER STREET 5428 LAKE VICTORIA CT, 2570 FM 407, SUITE 209
N, TEXAS 76205 FLOWER MOUND, TX 76022 HIGHLAND VILLAGE, TEXAS 75077
:(940) 382-3446 PHONE: (972) 333-4258 PHONE: 972. 691.6633
FIRM#10002100 TBPE FIRM #605
/_\0sk-jAC- mcf-ro�a-en
APPROVED BY THE PLANNING & ZONING COMMISSION ON THIS
C
j-�•��#COMMISS R R )N•
CITY S RETARY
STATE OF TEXAS
COUNTY OF DENTON Denton County, Texas and
WHEREAS, SHERCROSS DEVELOPMENT, L.C., is the owner of all that certain tract of land situated in the S. McCracken Survey, Abstract Number 817, City of Denton, De
being a part of a called 85.74 acre tract of land described in the deed from Edward F. woiskit to Edward F. Wolski to SHERCROSS DEVELOPMENT, L.C., as recorded in Instrument Number
2018-83655, Real Property Records of said County; the subject tract being more particularly described as follows: -SENTCORP" found for the, southeast comer of Lot 8, Block A, Of
BEGINNING at a capped iron rod stamped "KAZ" set for the Northwest comer of the herein described tract, from which a capped iron rod stamped
Forman Williamsburg Square Phase 11, an addition to said city according to the, plat thereof recorded in Cabinet U, Page 553, Plat Records of said County, bears North 88 degrees 16 minutes 39 seconds West, 97.91 feet
THENCE South 88 degrees 16 minutes 39 seconds East, a distance of 686,06 feet to a capped iron rod set;
THENCE South 07 degrees 07 minutes 16 seconds West, a distance of 560.39 feet to a capped iron rod set at the beginning of a curve to the right having a radius of 451.37 feet and a chord bearing and distance of South
22 degrees 10 minutes 37 seconds West 241.68 feet;
Thence along said curve an arc distance of 244.56 feet to a capped iron rod set, a curve to the left having a radius of 535.00 feet and a chord beating and distance of South 18
THENCE South 37 degrees 13 minutes 59 seconds West, a distance of 23.44 feet to a capped iron rod set at the beginning of
degrees 17 minutes 42 seconds West 347-27 feet,
Thence along said curve an arc distance of 353.67 feet to a capped iron rod set
THENCE South 01 degrees 43 minutes 50 seconds East, a distance Of 26.34 feet to a capped iron rod set,
THENCE South 44 degrees 34 minutes 38 seconds West, a distance of 28.20 feet to a capped iron rod set;
THENCE South 89 degrees 44 minutes 48 seconds West, a distance of 766.27 feet to a capped iron rod set,
THENCE North 00 degrees 34 minutes 34 seconds East, a distance of 390.47 feet to a capped iron rod set at the beginning of a curve to the left having a radius of395.00 feet and a chord beating and distance of North
03 degrees 40 minutes 51 seconds West 58.64 feet;
Thence along said curve an are distance of 58.70 feet to a capped iron rod set;
THENCE North, a distance of 50.00 feet to a capped iron rod set
THENCE South 89 degrees 25 minutes 22 seconds East, a distance of 103.86 feet to a capped iron rod set;
THENCE North 35 degrees 43 minutes 24 seconds East, a distance of 11.61 feet to a capped iron rod set
THENCE North 19 degrees 35 minutes 42 seconds West, a distance of 12.78 feet to a capped iron rod Set;
THENCE North 70 degrees 24 minutes Is seconds East, a distance of 50,00 feet to a capped iron rod set
THENCE South 19 degrees 35 minutes 42 seconds East, a distance of 14.24 feet to a capped iron rod set,
at the beginning of a curve to the right having a radius of 275.00 feet and a chord bearing and distance of South 17 degrees 49 minutes 32 seconds East 16.98 feet,
THENCE South 53 degrees 07 minutes 28 seconds East, a distance of 15.62 feet to a capped iron rod set
THENCE South 89 degrees 25 minutes 26 seconds East, a distance of 119.21 feet to a capped iron rod set
S ta se,
THENCE North 19 degrees 35 minute 42 seconds West, a distance of 152.4o feet to a capped iron rod t
THENCE North 00 degrees 34 minutes 34 seconds East a distance of 443.00 feet to a capped iron rod set;
THENCE South 88 degrees 16 minutes 39 seconds East, a distance of 131.17 feet to a capped iron rod set
THENCE North 01 degrees 43 minutes 21 seconds East, a distance of 120.00 feet to the PLACE OF BEGINNING and enclosing 21.57 acres of land more or less.
OWNER'S DEDICATION
NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: ADOPT THIS FINAL PLAT, DESIGNATING THE HEREIN DESCRIBED PROPERTY AS, SHERMAN CROSSING ADDITION, PHASE 2A
THAT SHERCROSS DEVELOPMENT, L.C., DOES HEREBY
AN ADDITION IN THE CITY OF DENTON, TEXAS AND DOES HEREBY DEDICATE TO PUBLIC USE FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND
PUBLIC PLACES THEREON SHOM FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
SHE OSS
9119/2018
RA DALL SMITH DATE
STATE OF TEXAS
COUNTY OF DENTON
BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED RANDALL SMITH, KNOWN TO ME 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 CONSIDERATIONS
THEREIN.
W_
WITNESS MY HAND AND SEAL OF OFFICE THIS THE 19TH DAY OF SEPTEMBER, 2018. TONY rwo"
NOTARY PUKX
STAM OF TEXAS
MYCOWEXR40M
NOURY ID 13OW282-2
NOTARY PURL IN D FOR THE STATE OF TEXAS
DENTON COUNTY
My COMMISSION EXPIRES ON 4/26CO20
CERTIFICATE OF SURVEYOR
STATE OF TEXAS
COUNTY OF DENTON
1, KENNETH A. ZOLUNGER, REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY MADE ACCORDANCE
THE GROUND
AND THAT THE MONUMENTS SHOWN HEREON WERE FOUND OR PLACED WITH CAPPED 1/2"IRON RODS STAMPED "KAZ"UNDER MY DIRECTION AND SUPERVISION IN ACCORDANCE
WITH THE ORDINANCES OF THE CITY OF DENTON, DENTON COUNTY, TEXAS.
6;iOF
4i yam
....................
9/19/2018 KENNETH A ZOLLINGER
KEN49WLLDATE INGER R.P.L.S. # 5312 lr'- -* 5312
04U
STATE OF TEXAS
COUNTY OF DENTON EARED KENNETH A. ZOLLINGER, KNOWN TO ME TO BE THE PERSON WHOSE NAME AND
TO
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APP
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 HAN_ D SEAL OF THE OFFICE THIS 19TH DAY OF SEPTEMBER, 2018.
I S TM VJIMSFIO"
NOTARY P LIC TON COUNTY, TEXAS. NOTMWPUBM
ST4EOFTEM
My COMMISSION EXPIRES 4/26/2020. MYCOMM.M.41MIM
NWARY ID 13063=-2
CITY OF DENTON PROJECT NUMBER
FP16-0013
1720 WESTMINSTER
DENTON, TX 76205
(940)382-3446
JOB NUMBER: 080136-FP
DRAWN BY: TK
DATE: 9-19-2018
r V I
R.P.L.S.
SURVEYING KENNETH A. ZOLLINGER
www.kazsutveying.com
SHERMAN CROSSING ADDITION, PHASE 2A 1
LOTS 1-23 BLOCK B,
LOTS 14-26 BLOCK A 11
LOTS 1 .19, BLOCK C, LOTS 1.18, BLOCK Dy
LOTS 1.13, BLOCK E, LOTS 1.81 BLOCK F,
LOTS 1 -10, BLOCK G,
BEING 21.57 ACRES IN THE S. McCRACKEN SURVEY, ABSTRACT
NUMBER 817, CITY OF DENTON, DENTON COUNTY, TEXAS
Filed for Record
in the official Records Of.
Denton County
On: 9/28l2018 2:46:07 PM
in the PLAT Records
SHERMAN CROSSING ADDII
Dor , Number: 2018-425
Number of Pages: I
Amount-. 150.00
ordeff .
BY: SP