Exhibit 2 - Proposed Preliminary Plat AMendment - Agenda

OWNERS: MA PARTNERS LLC.,
15443 KNOLL TRAIL DRIVE, SUITE 130
DALLAS, TEXAS 75248
ACREAGE: 39.9233 ACRES
PATENT SURVEY: THE A. H. PORTER SURVEY ABSTRACT NO. 490 AND THE
L. DONAGAN SURVEY ABSTRACT NO. 178
NUMBER OF BLOCKS: 6
ACREAGE BY LOT TYPE:
87
6
874
87
0
872
870
C3
882
884
886
CURVE
U.S.
29
SITE
HWY
IEL FO
OPEN SPACE
1/2" IRON PIN FOUND
REST
1/2" IRON PIN SET
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L65
16.37
3.00
1.91
19.95
34.98
35.34
54.47
156.47
173.38
43.52
126.08
58.02
36.79
92.14
38.23
39.64
20.86
8.03
179.08
202.46
251.03
93.93
55.52
12.65
14.74
16.37
16.59
54.02
65.31
103.75
106.44
4.37
20.67
20.36
125.02
124.98
125.00
37.06
28.56
125.03
165.00
142.66
95.10
21.29
154.37
151.00
75.70
58.44
65.09
61.70
41.81
12.19
53.16
87.88
16.77
85.33
34.72
43.95
147.33
9.97
23.02
192.64
63.26
10.34
34.47
LENGTH
N08°57'06"E
N08°57'06"E
N08°57'06"E
S07°36'00"W
S07°36'00"W
N52°36'00"E
N68°54'17"E
N67°01'58"E
N67°01'58"E
S71°05'17"W
S74°27'18"W
N27°33'49"W
N27°56'35"W
S25°20'19"E
S81°02'54"E
S81°02'54"E
S49°29'00"W
S69°37'30"E
N69°56'36"E
S74°33'02"W
S74°33'02"W
S64°39'14"W
S63°26'06"W
S57°13'39"W
N89°56'06"W
S60°15'18"W
S50°27'50"W
N62°55'37"E
N65°36'21"E
N47°59'45"E
N47°59'45"E
N20°05'49"W
N14°50'44"E
N15°24'58"W
N15°24'58"W
N15°24'58"W
N15°24'58"W
N15°24'58"W
N43°50'03"W
N43°50'03"W
S43°50'03"E
N43°50'03"W
N55°15'47"E
N08°57'06"E
S67°01'58"W
N67°01'58"E
S16°16'07"E
N26°46'07"W
N09°10'56"W
N04°34'18"W
N50°51'11"E
N22°44'08"E
N28°02'35"W
N62°18'54"E
N46°09'57"E
N62°18'54"E
N59°38'05"E
N59°38'05"E
N69°56'36"E
N45°25'47"E
N60°44'22"E
N70°42'44"E
N16°05'29"W
N42°00'38"E
N21°54'40"E
BEARING
LOT LINE TABLE
MATCH LINE
EXISTING STREAM CENTERLINE
LOT LINE
P.U.E.
ROW
CALCULATED 1% FLOODPLAIN
(STREAM BUFFER)
FEMA 100 YR. FLOODPLAIN
(STREAM BUFFER)
ADJACENT PROPERTY LINE
HERITAGE TREE
CRITICAL ENVIRONMENTAL FEATURE
(C.E.F.) RADIUS POINT FOR 300'
NON-DEVELOPMENT AREA
RECORD INFORMATION
OVERHEAD ELECTRIC LINE
WIRE FENCE
POLE GUY WIRE
LIGHT / POLE POWER
NAIL FOUND
CONC. HWY MONUMENT FOUND
GABR
CHORD
ESTANCIA WAY
BEARING
67.68
76.49
126.76
104.90
80.59
5.54
10.46
88.33
2.09
1.88
8.81
118.15
107.37
97.29
97.29
133.04
56.95
30.00
187.32
9.69
94.95
9.69
90.32
42.02
103.97
98.59
93.49
93.49
151.70
53.08
85.34
53.08
148.72
105.72
159.55
12.67
9.02
99.42
9.02
2.01
141.06
84.88
241.25
63.10
26.41
204.67
9.69
94.95
9.69
206.22
79.02
75.19
CEDAR HOLLOW RD
NOT TO SCALE
LEGEND
O.S.
T38
RADIUS
N14°12'04"W
N02°55'52"E
S00°43'49"E
S23°28'07"E
S37°39'51"E
N43°19'48"W
N11°16'44"W
S31°47'23"E
S84°54'54"E
N80°34'59"W
N49°02'10"W
N12°04'50"W
S06°11'57"E
S15°35'26"E
S15°35'26"E
S26°09'51"E
S34°53'06"E
S38°52'18"E
N15°38'52"W
N37°56'19"E
S08°57'06"W
N20°02'07"W
S02°51'08"W
S06°04'52"E
S15°56'28"E
N07°41'01"W
N19°31'23"E
N19°31'23"E
S67°43'07"W
N14°19'36"E
N86°54'05"W
N14°19'36"E
N02°27'28"W
S00°05'35"E
S29°37'30"E
N42°50'23"W
S68°38'25"E
N32°51'27"W
S02°55'32"W
N23°42'44"W
N12°24'48"W
S05°30'16"E
S21°50'49"E
S37°06'07"E
N37°29'42"W
N12°53'44"W
S20°02'07"E
N08°57'06"E
S37°56'19"W
S07°00'28"E
S18°26'40"E
S14°08'28"E
100 YR FP
LENGTH
318.00
200.00
250.00
375.36
375.36
315.00
10.00
56.00
56.00
10.00
10.00
315.00
625.00
625.00
625.00
625.00
625.00
625.00
225.00
10.00
56.00
10.00
425.00
425.00
425.00
187.00
60.31
60.31
75.95
60.00
60.00
60.00
250.00
200.06
325.00
365.00
10.00
56.00
10.00
365.00
365.00
575.00
575.00
575.00
275.00
275.00
10.00
56.00
10.00
375.00
49.87
655.00
LOT CURVE TABLE
RD.
CHORD DIST.
.
CHORD BEARING
141.23'
8
DIRECTION
TANGENT
N4° 44' 00"W
114.87'
6
LENGTH
N20° 02' 02"W
LENGTH
73.53'
N0° 50' 00"W
171.82'
89
4
LINE #
29.14'
N13° 45' 02"E
RADIUS
143.12'
59.35'
N29° 37' 30"W
246.80'
89
88
L1
19.28'
N15° 24' 58"W
DELTA
253.45'
116.12'
88.62'
N22° 33' 10"W
400.33'
E RD
SCALE: 1" = 100' (24"x36")
2
89
L2
431.61'
N43° 50' 03"W
CURVE
32°21'20"
228.11'
173.60'
132.43'
N20° 45' 30"W
208.14'
EKS
ID
888
L3
461.24'
N1° 16' 18"W
C1
29°10'00"
350.00'
252.57'
212.33'
N15° 38' 50"W
219.97'
890
L4
396.89'
N40° 14' 50"W
C2
28°25'00"
340.00'
408.15'
114.46'
N7° 00' 30"W
163.43'
OLD
CRE
C4
L5
L5
189.78'
N8° 57' 06"E
C3
42°33'40"
600.00'
214.67'
114.39'
N7° 41' 00"W
892
894
C5
L6
188.52'
N22° 58' 02"W
C4
38°58'30"
250.00'
222.84'
84.71'
BEING 39.9233 ACRES, COMPRISED OF 29.2 ACRES OUT OF THE A.H.
PORTER SURVEY ABSTRACT NO. 490, AND 10.80 ACRES OUT OF THE L.
DONAGAN SURVEY ABS. NO. 178, IN WILLIAMSON COUNTY, TEXAS, BEING
THE SAME TRACTS DESCRIBED IN VOL. 550, PG. 230, OF THE
WILLIAMSON COUNTY, DEED RECORDS.
4
86
L4
896
898
900
902
904
L7
578.62'
N7° 36' 00"E
CENTERLINE LINE TABLE
PRELIMINARY PLAT AMENDMENT
(PP-2016-005)
SAGE CREEK SUBDIVISION
868
868
882
888
888
N
872
884
886
THENCE S 16º 05' 09” E, 1574.43 feet to a ½” iron pin found at the
Southwest corner of said 12.92 acre tract, also being the Northwest corner of a
9.16 acre tract conveyed to Obarr R. & Cheryl A. Rost in Doc. No. 2012098043
of the Williamson County, Texas Official Records.
THENCE S 16º 05' 29” E, 852.22 feet to a ½” iron pin found at the
Southwest corner of said 12.92 acre tract also being the Northwest corner of a
14.29 acre tract conveyed to James Roppolo in Vol. 910 Pg. 234 of the
Williamson County, Texas Official Records.
THENCE S 16º 06' 34” E, 1064.01 feet to a ½” iron pin found at the
Southwest corner of said 14.29 acre tract, also being the Northwest corner of
said 4.7228 acre tract.
L8
90.45'
C5
49°12'00"
400.00'
165.38'
CHAPARRAL
TOTAL = 39.9233 ACRES
RESIDENTIAL = 32.3710 ACRES
R.O.W. = 4.7569 ACRES
OPEN SPACE = 0.3530 ACRES (INCLUDING ROUNDABOUTS)
0.2629 ACRES (WITHOUT ROUNDABOUTS)
ROUNDABOUTS = 0.0901 ACRES
C.E.F. BUFFER = 1.5354 ACRES
NUMBER OF LOTS BY TYPE:
30 RESIDENTIAL LOTS
4 CRITICAL ENVIRONMENTAL FEATURE
BUFFER (C.E.F.) LOTS
5 OPEN SPACE LOTS (2 OF WHICH ARE ROUNDABOUTS)
SURVEYOR: CRICHTON AND ASSOCIATES, INC.
ENGINEER: KEVIN SAWTELLE, P.E.
878
880
C2
L3
THENCE N 15º 26' 58” W PASSING AT A DISTANCE OF 297.40 FEET
THE NORTHEAST CORNER OF SAID 1.63 ACRE TRACT ALSO BEING THE
SOUTHEAST CORNER OF A 1.0 ACRE CONVEYED TO BILLIE GARRETT
FULLINGIM IN VOL. 782, PG. 100, OF THE WILLIAMSON COUNTY, TEXAS
OFFICIAL RECORDS, AND PASSING AT A DISTANCE OF 477.05 FEET THE
NORTHEAST CORNER OF THE SAID 1.0 ACRE TRACT, SAME BEING THE
SOUTHEAST CORNER OF A 2.26 ACRE TRACT CONVEYED TO T.L AND
SAMMY SULTEMEIER IN VOL. 1301 PG. 210 OF THE WILLIAMSON
COUNTY, TEXAS OFFICIAL RECORDS IN ALL A DISTANCE OF 884.54 FEET
TO A ½” IRON PIN FOUND AT THE NORTHEAST CORNER OF SAID 2.26
ACRE TRACT ALSO BEING THE SOUTHEAST CORNER OF A 2.64 ACRE
TRACT CONVEYED TO ROBERT WAYNE SUGGS SR. IN DOC. 2013024211
OF THE WILLIAMSON COUNTY, TEXAS OFFICIAL RECORDS.
THENCE S 16º 16' 07” E with the West line of said 4.7228 acre tract, 474.54
feet to the POINT OF BEGINNING and containing 39.9233 acres more or less.
L9
C6
31°55'10"
310.00'
CENTERLINE CURVE TABLE
C7
30°34'00"
67.80
76.96
128.16
105.25
80.75
5.54
11.01
101.76
2.09
1.88
9.13
118.85
107.50
97.39
97.39
133.29
56.97
30.01
193.20
10.12
113.33
10.12
90.49
42.04
104.23
99.76
106.98
106.98
246.44
54.98
94.93
54.98
151.00
106.99
161.20
12.67
9.35
122.33
9.35
2.01
141.95
84.96
243.06
63.13
26.42
209.72
10.12
113.33
10.12
208.91
222.16
75.23
SAGE CREEK
consulting, llc
of
3
PP-2016-005
1
U.S. HIGHWAY 29
georgetown, williamson county tx
SHEET
DATE
BY
REVISION
NO.
FIRM NO. 16384
LINEAR FEET OF NEW STREETS:
LOCAL STREET (50' ROW):VISTA HEIGHTS DRIVE: 3,882 FEET
DESIGN SPEED: 30 MPH
L2
BENCHMARK: IRON ROD FOUND FOR THE SOUTHEAST CORNER OF THIS
SUBDIVISION, ELEV. = 909.04
L1
C1
882
FIELD NOTES FOR 39.9233 OUT OF THE A. H. PORTER SURVEY
ABSTRACT NO. 490 AND THE L. DONAGAN SURVEY, ABSTRACT NO. 178 IN
WILLIAMSON COUNTY, TEXAS BEING THE SAME TRACT RECORDED IN
DOC. NO. 2007016993, OF THE WILLIAMSON COUNTY, TEXAS DEED
RECORDS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A ½” IRON PIN FOUND ON THE NORTH R.O.W. OF U.
S. HIGHWAY 29 AT THE SOUTHWEST CORNER OF A 4.7228 ACRE TRACT
CONVEYED TO SAUNG ZIN PARK RECORDED IN DOC. NO. 2009038898 OF
THE WILLIAMSON COUNTY, TEXAS OFFICIAL RECORDS FOR THE
SOUTHEAST CORNER OF THIS TRACT AND THE POINT OF BEGINNING.
THENCE N 82º 24' 00” W WITH THE NORTH R.O.W OF U.S. HIGHWAY
29, 517.69 FEET TO A ½” IRON PIN FOUND AT THE SOUTHEAST CORNER
OF A 5.22 ACRE TRACT CONVEYED TO NICK & JULIE MOORE IN DOC. NO.
2013016796, OF THE WILLIAMSON COUNTY, TEXAS OFFICIAL RECORDS
FOR THE SOUTHWEST CORNER OF THIS TRACT.
THENCE N 15º 24' 58” W PASSING THE NORTHEAST CORNER OF SAID
2.78 ACRE TRACT AND THE SOUTHEAST CORNER OF A 1.79 ACRE TRACT
CONVEYED TO JUAN FRANCO JR. IN DOC. NO. 2006064488 OF THE
WILLIAMSON COUNTY, TEXAS OFFICIAL RECORDS, IN ALL A DISTANCE
OF 825.53 FEET TO A ½ IRON PIN FOUND AT THE NORTHEAST CORNER
OF SAID 1.79 ACRE TRACT ALSO BEING ON THE SOUTH LINE OF A 274.53
ACRE TRACT CONVEYED TO ROTHELL FAMILY LIMITED PARTNERSHIP IN
VOL. 2527 PG. 28 OF THE WILLIAMSON COUNTY, TEXAS OFFICIAL
RECORDS FOR THE NORTHWEST CORNER OF THIS TRACT.
THENCE N 15º 26'58” W, 471.42 FEET TO A ½” IRON PIN FOUND BEING
THE NORTHEAST CORNER OF SAID 2.64 ACRE TRACT ALSO BEING THE
SOUTHEAST CORNER OF A 2.78 ACRE TRACT CONVEYED TO MARIE AND
HUGH HAMILTON IN VOL. 959 PG. 953 OF THE WILLIAMSON COUNTY,
TEXAS OFFICIAL RECORDS
N 15º 33' 17” W, 360.40 FEET TO A ½” IRON PIN FOUND.
THENCE N 15º 27' 59” W, 998.89 FEET TO A ½” IRON PIN AT THE
NORTHEAST CORNER OF SAID 5.22 ACRE TRACT ALSO BEING THE
SOUTHEAST CORNER OF A 3.0 ACRE TRACT CONVEYED TO EDWARD &
INDIA LUKE IN DOC. NO. 2013033639 OF THE WILLIAMSON COUNTY,
TEXAS OFFICIAL RECORDS.
1)
THENCE N 69º 01' 18” E WITH THE SOUTH LINE OF SAID 274.53 ACRE
TRACT, 432.57 FEET TO A ½” IRON PIN FOUND AT THE NORTHWEST
CORNER OF A 12.92 ACRE TRACT CONVEYED TO MARK AND ANN
WITCHER IN DOC. NO. 1998058525 OF THE WILLIAMSON COUNTY, TEXAS
OFFICIAL RECORDS FOR THE NORTHEAST CORNER OF THIS TRACT.
THENCE WITH THE EAST LINE OF SAID 3.00 ACRE TRACT THE
FOLLOWING TWO (2) COURSES:
2)
N 15º 23' 02” W, 179.77 FEET TO A ½” IRON PIN FOUND AT THE
NORTHEAST CORNER OF SAID 3.00 ACRE TRACT ALSO BEING
THE SOUTHEAST CORNER OF A 1.63 ACRE TRACT CONVEYED
TO DOUGLAS G. DAVIS IN DOC. NO. 2013033639 OF THE
WILLIAMSON COUNTY, TEXAS OFFICIAL RECORDS.
C8
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
5508 HIGHWAY 290 WEST, SUITE 215
AUSTIN, TX
∙
78735
OFFICE:
512.872.6696
PRELIMINARY PLAT
AMENDMENT
N
Exhibit 2 - Proposed Preliminary Plat Amendment - PP-2016-005
P:\Marlin Atlantis\MAG15002_SH29 40 Acres\03_ACAD\Plans\PRELIM\Sage Prelim Plat.dwg, Plat 1, April 15, 2016, 10:38 AM, Rachel Ruder
Exhibit 2 - Proposed Preliminary Plat Amendment - PP-2016-005
P:\Marlin Atlantis\MAG15002_SH29 40 Acres\03_ACAD\Plans\PRELIM\Sage Prelim Plat.dwg, Plat 2, April 15, 2016, 10:38 AM, Rachel Ruder
L5
89
2
C6
920
C7
LOT 1,
BLOCK C DETAIL
SCALE 1" = 40'
BEING 39.9233 ACRES, COMPRISED OF 29.2 ACRES OUT OF THE A.H.
PORTER SURVEY ABSTRACT NO. 490, AND 10.80 ACRES OUT OF THE L.
DONAGAN SURVEY ABS. NO. 178, IN WILLIAMSON COUNTY, TEXAS, BEING
THE SAME TRACTS DESCRIBED IN VOL. 550, PG. 230, OF THE
WILLIAMSON COUNTY, DEED RECORDS.
L7
922
924
926
930
L8
928
938
2
93
4
92
4
93
936
92
2
C8
92
0
8
91
6
91
EX. 15' WATERLINE ESMT
VOL 669, PG.582, W.C.D.R. &
DOC. NO. 2007055355, W.C.O.P.R.
2
91
SCALE: 1" = 100' (24"x36")
L9
LEGEND
OPEN SPACE
WILLIAMSON COUNTY DEED RECORDS
O.S.
W.C.D.R.
WILLIAMSON COUNTY OFFICIAL PUBLIC
RECORDS
FEMA 100 YR. FLOODPLAIN
(STREAM BUFFER)
ADJACENT PROPERTY LINE
HERITAGE TREE
CRITICAL ENVIRONMENTAL FEATURE
(C.E.F.) RADIUS POINT FOR 300'
NON-DEVELOPMENT AREA
RECORD INFORMATION
OVERHEAD ELECTRIC LINE
WIRE FENCE
POLE GUY WIRE
LIGHT / POLE POWER
NAIL FOUND
CONC. HWY MONUMENT FOUND
1/2" IRON PIN SET
1/2" IRON PIN FOUND
W.C.O.P.R.
T38
100 YR FP
CALCULATED 1% FLOODPLAIN
(STREAM BUFFER)
ROW
P.U.E.
LOT LINE
EXISTING STREAM CENTERLINE
MATCH LINE
DATE
BY
REVISION
NO.
PRELIMINARY PLAT AMENDMENT
(PP-2016-005)
SAGE CREEK SUBDIVISION
L6
918
89
0
90
8
904
908
910
912
4
91
916
DESCRIPTION
52" LIVE OAK
29" ELM
29" ELM
33",18" LIVE OAK
26" LIVE OAK
30" ELM
49" LIVE OAK
27" LIVE OAK
28" POST OAK
26" POST OAK
48" LIVE OAK
33" LIVE OAK
31" LIVE OAK
27" POST OAK
28" POST OAK
27" POST OAK
28" POST OAK
26" POST OAK
29" POST OAK
30" ELM
29" LIVE OAK
29" LIVE OAK
26" LIVE OAK
N
C5
TAG NO
24)
25)
26)
27)
28)
29)
30)
31)
32)
33)
34)
35)
36)
37)
38)
39)
40)
41)
42)
43)
44)
45)
46)
EXISTING
HERITAGE TREES
DESCRIPTION
26" LIVE OAK
29" LIVE OAK
34" LIVE OAK
34" LIVE OAK
35" LIVE OAK
37" LIVE OAK
35" LIVE OAK
33" LIVE OAK
35" LIVE OAK
34" LIVE OAK
28" LIVE OAK
26" LIVE OAK
44" LIVE OAK
40" LIVE OAK
33" LIVE OAK
30" LIVE OAK
36" LIVE OAK
25" POST OAK
32" LIVE OAK
36" LIVE OAK
45" LIVE OAK
36" LIVE OAK
25" POST OAK
U.S. HIGHWAY 29
georgetown, williamson county tx
of
3
PP-2016-005
2
5508 HIGHWAY 290 WEST, SUITE 215
AUSTIN, TX
∙
78735
OFFICE:
512.872.6696
FIRM NO. 16384
882
884
886
888
894
896
898
900
902
904
TAG NO
1)
2)
3)
4)
5)
6)
7)
8)
9)
10)
11)
12)
13)
14)
15)
16)
17)
18)
19)
20)
21)
22)
23)
SAGE CREEK
SHEET
consulting, llc
PRELIMINARY PLAT
AMENDMENT
906
89
6
2
90
N
91
4
Exhibit 2 - Proposed Preliminary Plat Amendment - PP-2016-005
P:\Marlin Atlantis\MAG15002_SH29 40 Acres\03_ACAD\Plans\PRELIM\Sage Prelim Plat.dwg, Plat 3, April 15, 2016, 10:38 AM, Rachel Ruder
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
KNOW ALL MEN BY THESE PRESENTS:
BEING 39.9233 ACRES, COMPRISED OF 29.2 ACRES OUT OF THE A.H. PORTER
SURVEY ABSTRACT NO. 490, AND 10.80 ACRES OUT OF THE L. DONAGAN SURVEY
ABS. NO. 178, IN WILLIAMSON COUNTY, TEXAS, BEING THE SAME TRACTS
DESCRIBED IN VOL. 550, PG. 230, OF THE WILLIAMSON COUNTY, DEED RECORDS.
7.
6.
5.
4.
3.
2.
1.
A 10-FOOT PUBLIC UTILITY EASEMENT IS RESERVED ALONG ALL STREET
FRONTAGES WITHIN THIS PLAT.
IN ORDER TO PROMOTE DRAINAGE AWAY FROM A STRUCTURE, THE SLAB
ELEVATION SHOULD BE BUILT AT LEAST ONE-FOOT ABOVE THE
SURROUNDING GROUND, AND THE GROUND SHOULD BE GRADED AWAY
FROM THE STRUCTURE AT A SLOPE OF 1/2" PER FOOT FOR A DISTANCE
OF AT LEAST 10 FEET.
PRIOR TO ANY CHANNEL ALTERATION OR BRIDGE CONSTRUCTION,
WHICH WILL CHANGE EXISTING FLOOD PATTERNS OR ELEVATIONS, A
LETTER OF MAP AMENDMENT MUST BE SUBMITTED TO THE WILLIAMSON
COUNTY FLOODPLAIN ADMINISTRATOR FOR APPROVAL AND APPROVAL
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
A CERTIFICATE OF COMPLIANCE IS HEREBY ISSUED FOR ALL LOTS
WITHIN THIS SUBDIVISION EXCEPT FOR LOTS 11 THROUGH 19. THIS
CERTIFICATE IS VALID UNTIL SUCH TIME AS FEMA REVISES OR NEWLY
ADOPTS FLOODPLAIN BOUNDARIES IN THIS AREA. A FLOODPLAIN
DEVELOPMENT PERMIT MAY BE REQUIRED FROM THE WILLIAMSON
COUNTY FLOODPLAIN ADMINISTRATOR FOR LOTS 11 THROUGH 19, PRIOR
TO ANY CONSTRUCTION OF DEVELOPMENT.
PORTIONS OF THIS TRACT LIE WITHIN ZONE "AE" AREAS DESIGNATED AS
INSIDE THE 100-YEAR FLOODPLAIN, AS IDENTIFIED BY THE U.S. FEDERAL
EMERGENCY MANAGEMENT AGENCY BOUNDARY MAP (FLOOD
INSURANCE RATE MAP) COMMUNITY PANEL NUMBER 48491C 0275 E,
EFFECTIVE DATE SEPTEMBER 26, 2008, FOR WILLIAMSON COUNTY,
TEXAS.
ALL STRUCTURES/ OBSTRUCTIONS ARE PROHIBITED IN DRAINAGE
EASEMENTS.
UTILITY PROVIDERS FOR THIS DEVELOPMENT ARE WATER: CITY OF
GEORGETOWN WESTERN DISTRICT WASTEWATER/SEPTIC: SEPTIC
SYSTEM, AND ELECTRIC: PEDERNALES ELECTRIC COOPERATIVE.
PLAT NOTES:
8.
THE MONUMENTS OF THIS PLAT HAVE BEEN ROTATED TO THE NAD 83/93
HARN - TEXAS CENTRAL ZONE AND NAVD 88.
_________________________________,SECRETARY
______________________________________________________
DATE:
_________________________________,CHAIRMAN
______________________________________________________
DATE:
A PRELIMINARY PLAT FOR A SUBDIVISION TO BE KNOWN AS "PRELIMINARY PLAT OF SAGE
CREEK SUBDIVISION" HAS BEEN APPROVED ACCORDING TO THE MINUTES OF THE
MEETING OF THE GEORGETOWN PLANNING AND ZONING COMMISSION ON THE_____DAY
OF______,20__, A.D.
22. THE DRIVEWAY FOR LOT 1 BLOCK A & LOT 2 BLOCK B SHALL CONNECT TO
VISTA HEIGHTS DRIVE AND NOT DIRECTLY TO SH 29.
21. RIGHT OF WAY EASEMENTS FOR WIDENING ROADWAYS OR IMPROVING
DRAINAGE SHALL BE MAINTAINED BY THE LANDOWNER UNTIL ROAD OR
DRAINAGE IMPROVEMENTS ACTUALLY CONSTRUCTED ON THE PROPERTY.
THE CITY AND/OR COUNTY HAVE THE RIGHT AT ANY TIME TO TAKE
POSSESSION OF ANY ROAD WIDENING EASEMENT FOR CONSTRUCTION,
IMPROVEMENT, OR MAINTENANCE OF THE ADJACENT ROAD.
20. UTILITY AND DRAINAGE ADJUSTMENTS WILL BE ALLOWED IN THE FIELD TO
WORK AROUND HERITAGE TREES IN ACCORDANCE WITH CITY
REQUIREMENTS. IF REQUIRED EASEMENTS WILL BE REVISED
ACCORDINGLY.
19. PRIOR TO CONSTRUCTION AND RECORDATION OF FINAL PLAT, A FEMA
LETTER OF MAP REVISION TO ADJUST THE FEMA FLOODPLAIN WILL BE
APPROVED. IN THE EVENT THAT THE FEMA FLOODPLAIN LINE CANNOT BE
CORRECTED TO THE LOCATION INDICATED, CITY STAFF MAY REQUIRE A
REVISED PRELIMINARY PLAN TO BE PROCESSED THROUGH THE PLANNING
AND ZONING COMMISSION IF ANY LOTS ARE DEEMED UNBUILDABLE.
18. PARKLAND DEDICATION REQUIREMENTS ARE BEING MET BY PAYMENT OF
FEE-IN-LIEU AT THE TIME OF RECORDATION OF FINAL PLAT.
17. THIS SUBDIVISION IS SUBJECT TO THE CITY OF GEORGETOWN WATER
CONSERVATION ORDINANCE, ADOPTED APRIL 22, 2014 AS ORDINANCE
2014-023.
16. ANY HERITAGE TREE AS NOTED ON THIS PLAT IS SUBJECT, IN PERPETUITY,
TO THE MAINTENANCE, CARE, PRUNING AND REMOVAL REQUIREMENTS
OF THE CITY OF GEORGETOWN, AND APPROVED REMOVAL DOES NOT
REQUIRE MODIFICATION OF THE PLAT.
15. THIS SUBDIVISION IS SUBJECT TO THE CITY OF GEORGETOWN WATER
QUALITY REGULATIONS FOR PROPERTIES OVER THE EDWARDS AQUIFER
RECHARGE ZONE.
14. THIS SUBDIVISION IS IN THE EXTRA-TERRITORIAL JURISDICTION (ETJ) OF
THE CITY OF GEORGETOWN.
PLAT NOTES CONTINUED:
PRELIMINARY PLAT AMENDMENT
(PP-2016-005)
SAGE CREEK SUBDIVISION
I MA PARTNERS LLC., ACTING HEREIN THROUGH ____________ SOLE OWNER OF
THE CERTAIN TRACT OF LAND SHOWN HEREON AND DESCRIBED IN A DEED
RECORDED IN DOCUMENT NO. ___________, OF THE OFFICIAL RECORDS OF
WILLIAMSON COUNTY, TEXAS,(AND DO HEREBY STATE THAT THERE ARE NO LIEN
HOLDERS OF THE CERTAIN TRACT OF LAND), AND DO HEREBY SUBDIVIDE SAID
TRACT AS SHOWN HEREON, AND DO HEREBY CONSENT TO ALL PLAT NOTE
REQUIREMENTS SHOWN HEREON, AND DO HEREBY DEDICATE TO WILLIAMSON
COUNTY THE STREETS, ALLEYS, RIGHTS-OF-WAY, EASEMENTS AND PUBLIC PLACES
SHOWN HEREON FOR SUCH PUBLIC PURPOSES AS WILLIAMSON COUNTY MAY DEEM
APPROPRIATE. THIS SUBDIVISION IS TO BE KNOWN AS FINAL PLAT OF: SAGE CREEK
SUBDIVISION.
TO CERTIFY WHICH, WITNESS BY MY HAND THIS DAY OF
__________________________________________
MA PARTNERS LLC.,
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
KNOW ALL MEN BY THESE PRESENTS:
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED
MA PARTNERS LLC., ACTING HEREIN THROUGH ____________ KNOWN TO ME TO BE
THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND
ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME FOR THE PURPOSES
AND CONSIDERATION THEREIN EXPRESSED, IN THE CAPACITY THEREIN STATED.
9.
THE MAXIMUM IMPERVIOUS COVERAGE FOR THE SUBDIVISION IS 20%
PERCENT. THERE IS AN AVAILABLE 5.4614 ACRES OF IMPERVIOUS COVER
AVAILABLE FOR THE 30 RESIDENTIAL LOTS (~7,930 SQUARE FEET PER
LOT). THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR
TRACKING ACTUAL IMPERVIOUS COVER AS THE LOTS DEVELOP.
10. THE LANDOWNER ASSUMES ALL RISKS ASSOCIATED WITH
IMPROVEMENTS LOCATED IN THE RIGHT-OF-WAY, BY PLACING ANYTHING
IN THE RIGHT-OF-WAY, THE LANDOWNER INDEMNIFIES AND HOLDS THE
CITY OF GEORGETOWN, WILLIAMSON COUNTY, THEIR OFFICERS, AGENTS
AND EMPLOYEES HARMLESS FROM ANY LIABILITY OWING TO PROPERTY
DEFECTS OR NEGLIGENCE NOT ATTRIBUTABLE TO THEM AND
ACKNOWLEDGES THAT THE IMPROVEMENTS MAY BE REMOVED BY THE
CITY AND/OR COUNTY AND THAT THE OWNER OF THE IMPROVEMENTS
WILL BE RESPONSIBLE FOR THE RELOCATION AND/OR REPLACEMENT OF
THE IMPROVEMENTS.
11. THE BUILDING OF ALL STREETS, ROADS, AND OTHER PUBLIC
THOROUGHFARES AND ANY BRIDGES OR CULVERTS NECESSARY TO BE
CONSTRUCTED OR PLACED IS THE RESPONSIBILITY OF THE OWNERS OF
THE TRACT OF LAND COVERED BY THIS PLAT IN ACCORDANCE WITH THE
PLANS AND SPECIFICATIONS PRESCRIBED BY THE CITY OF
GEORGETOWN AND/OR WILLIAMSON COUNTY, TEXAS. NEITHER THE CITY
OF GEORGETOWN NOR WILLIAMSON COUNTY ASSUMES ANY OBLIGATION
TO BUILD ANY OF THE STREETS, ROADS, OR OTHER PUBLIC
THOROUGHFARES SHOWN ON THIS PLAT OR OF CONSTRUCTING ANY OF
THE BRIDGES OR DRAINAGE IMPROVEMENTS IN CONNECTION
THEREWITH. NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON
COUNTY ASSUME ANY RESPONSIBILITY FOR DRAINAGE WAYS OR
EASEMENTS IN THE SUBDIVISION, OTHER THAN THOSE DRAINING OR
PROTECTING THE ROAD SYSTEM AND STREETS IN THEIR RESPECTIVE
JURISDICTIONS.
12. NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON COUNTY
ASSUMES ANY RESPONSIBILITY FOR THE ACCURACY OF
REPRESENTATIONS BY OTHER PARTIES IN THIS PLAT. FLOODPLAIN DATA,
IN PARTICULAR, MAY CHANGE DEPENDING ON SUBSEQUENT
DEVELOPMENT. IT IS FURTHER UNDERSTOOD THAT THE OWNERS OF THE
TRACT OF LAND COVERED BY THIS PLAT MUST INSTALL AT THEIR OWN
EXPENSE ALL TRAFFIC CONTROL DEVICES AND SIGNAGE THAT MAY BE
REQUIRED BEFORE THE STREETS IN THE SUBDIVISION HAVE FINALLY
BEEN ACCEPTED FOR MAINTENANCE BY THE CITY AND/OR COUNTY.
13. PLAT WAIVER (WAV-2015-003) WAS APPROVED BY THE PLANNING AND
ZONING COMMISSION ON JULY 7, 2015, FOR A WAIVER FROM UNIFIED
DEVELOPMENT CODE (UDC) SECTION 6.02.040(B.) RELATED TO BLOCK
LENGTH, WITH THE PROVISION OF TWO (2) ROUNDABOUTS AT NEAR
EQUAL INTERVALS OF THE PROPOSED ~3900 LINEAR FEET ROADWAY.
DATE
BY
REVISION
NO.
FIRM NO. 16384
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS_____DAY OF__________,20__
___________________________________________
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES ON:____________
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
I, HERMAN CRICHTON, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF
TEXAS, DO HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECTLY MADE FROM AN
ACTUAL SURVEY MADE ON THE GROUND OF THE PROPERTY LEGALLY DESCRIBED
HEREON, AND THAT THERE ARE NO APPARENT DISCREPANCIES, CONFLICTS,
OVERLAPPING OF IMPROVEMENTS, VISIBLE UTILITY LINES OR ROADS IN PLACE. EXCEPT
AS SHOWN ON THE ACCOMPANYING PLAT, AND THAT THE CORNER MONUMENTS SHOWN
THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION IN ACCORDANCE WITH
THE SUBDIVISION REGULATIONS OF THE CITY OF GEORGETOWN, TEXAS.
DATE:
TO CERTIFY WHICH, WITNESS MY HAND AND SEAL AT_______, (CITY)__________(COUNTY)
, TEXAS, THIS_____DAY OF______,20__.
_______________________________________________________
HERMAN CRICHTON, RPLS NO. 4046
CRICHTON AND ASSOCIATES
6448 E. HIGHWAY 290, SUITE B-105
AUSTIN, TEXAS 78723
(512) 244-3395
06_266
THE STATE OF TEXAS §
COUNTY OF TRAVIS §
I, KEVIN SAWTELLE, REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO
HEREBY CERTIFY THAT THIS SUBDIVISION IS IN THE EDWARDS AQUIFER RECHARGE
ZONE AND IS ENCROACHED BY A ZONE AE FLOOD AREA AS DENOTED HEREIN, AND AS
DEFINED BY FEDERAL EMERGENCY MANAGEMENT ADMINISTRATION MAP, COMMUNITY
PANEL NUMBER 48491C0275 E, EFFECTIVE DATE SEPTEMBER 28, 2008, AND THAT EACH
LOT CONFORMS TO THE CITY OF GEORGETOWN REGULATIONS.
THE FULLY DEVELOPED, CONCENTRATED STORMWATER RUNOFF RESULTING FROM THE
ONE HUNDRED (100) YEAR STORM IS CONTAINED WITHIN THE
DRAINAGE EASEMENTS SHOWN AND/OR PUBLIC RIGHTS-OF-WAY DEDICATED BY THIS
PLAT
TO CERTIFY WHICH, WITNESS MY HAND AND SEAL AT_______, (CITY)__________(COUNTY)
, TEXAS, THIS_____DAY OF______,20__.
______________________________________________________
KEVIN SAWTELLE
DATE:
LANDDEV CONSULTING, LLC.
5508 HWY 290 WEST, STE. 215
AUSTIN, TEXAS 78735
(512) 872-6696
5508 HIGHWAY 290 WEST, SUITE 215
AUSTIN, TX
∙
78735
OFFICE:
512.872.6696
of
3
PRELIMINARY PLAT
AMENDMENT
consulting, llc
PP-2016-005
3
U.S. HIGHWAY 29
georgetown, williamson county tx
SHEET
SAGE CREEK