HomeMy WebLinkAboutRes 16-11 Approving Preliminary Plat for the Quail Hollow SubdivisionTOWN OF WESTLAKE
RESOLUTION 16-11
A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE,
TEXAS, APPROVING A PRELIMINARY PLAT OF QUAIL HOLLOW SUBDIVISION
SHOWING 92 RESIDENTIAL LOTS THAT ARE ALL ONE -ACRE OR MORE IN SIZE.
THE PROPERTY IS APPROXIMATELY 188.28 ACRES AND IS LOCATED ON
PROPERTY PREVIOUSLY ADDRESSED AS 1755 DOVE ROAD, SOUTHEAST
CORNER OF THE FM 1938/DOVE ROAD INTERSECTION.
WHEREAS, the Planning and Zoning Commission voted to recommend approval of the
Estates of Quail Hollow Preliminary Plat at the March 21, 2016 regular Planning and Zoning
meeting; and
WHEREAS, the Town Council finds that the Preliminary Plat conforms generally with
the goals and policies of the Town Comprehensive Plan and the Thoroughfare Plan incorporated
therein; and
WHEREAS, the Town Council finds that the passage of this Resolution is in the best
interests of the citizens of Westlake.
NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN
OF WESTLAKE, TEXAS:
SECTION 1: That, all matters stated in the Recitals above are found to be true and
correct and are incorporated herein by reference as if copied in their entirety.
SECTION 2: That the Town Council of the Town of Westlake, Texas, after considering
the recommendation for approval from the Planning and Zoning Commission on March 21, 2016
does hereby approve the Preliminary Plat for the Estates of Quail Hollow subdivision, attached
as Exhibit "A" with the following conditions:
1. Water will be dead end in Phase 1. The second connection across Davis will be
completed with Phase 2 completing the loop. Phase 3 will be a long dead end with a
flush. Possibly, the pipe size may be reduced to 6" to reduce retention time in the pipe
for water quality
2. The proposed development may create pressure plane issues with water supply that will
require the developer to submit additional engineering study to the Town engineer to
determine the need for pressure reducing valves.
3. A detention evaluation study provided by the developer has been approved by the Town
engineer as part of the Preliminary Plat consideration. The applicant has requested the
following note to be added to the Preliminary Plat:
Resolution 16-11
Page 1 of 3
Drainage detention for the development has been provided and will not require
any additional detention. No improvements to existing lakes or dam structures
except as shown on Attachment B — Dam Section for Quail Hollow.
4. Geotechnical Engineering Report on fill and recommendations for northern lake dam
enhancement will be required by the Town prior to Final Plat approval.
5. The aerial electrical lines along FM 1938 will be buried. However, since the
development will not be connecting to the electrical on Randol Mill, the developer will
not be required to bury the electrical lines along Randol Mill.
6. Deotte Engineering Inc. will evaluate erosion issues along north dam and roadway but
will not be the property owner's or developer's responsibility to mitigate.
7. Staff recommends adding a note to the Preliminary Plat that states:
The Town will not be responsible for the integrity of either dam for any work
performed within existing or proposed right-of-way.
8. Staff recommends the following note to be added to the Preliminary Plat:
No easements will be allowed by separate instrument without written approval
from the Town of Westlake.
9. The northern dam will be on private property as shown on Attachment B — Dam Section
for Quail Hollow.
SECTION 3: If any portion of this Resolution shall, for any reason, be declared invalid
by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions
hereof and the Council hereby determines that it would have adopted this Resolution without the
invalid provision.
Resolution 16-11
Page 2 of 3
SECTION 4: That this resolution shall become effective from and after its date of
passage.
PASSED AND APPROVED ON THIS 28TH DAY OF MARCH, 2016.
ATTEST:
:.t
Town Secretary
Lau a L. Wheat, Mayor
Resolution 16-11
Page 3 of 3
Planner:
18 FEB 16
VIP
SAGE GROUP, INC.
Mastr Planning
Urhan Oesyn
Architecture
Landscape Architecture
1130 N. Cared! Ave_, Ste. 200
Scuthlake, Texas 76092
TEL. 817-424-2626
1" = 200"
0 200' 400'
8ffl Master Plan
The Estates
of Quail Hollow
Westlake, Texas
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ROW DEDICATION
R
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C3N08°38'52"W 240.80'L4L5L6L7L8L9C4
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L20 S00°23'47"W 1635.63'
S71°25'35"E 183.49'C14
S2°13'57"E
112.80'C15
S15°09'41"
E
66.87'
C21S26°41'18"W 119.38'N63°00'04"W72.00'C22L39N81°49'53"E189.29'C23S74°57'32"E 186.17'L40
C
2
4
C2
5
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4
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2
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2
2
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98.43'
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2
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C42 N15°02'28"E104.59'C43 L32 C44 C45 C46
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C49 N05°12'53"E 116.23'C50
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106.12'S02°13'57"E 136.95'L44S02°13'57"E 176.55'
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N25°17'24"E 280.04'S79°32'04"E 225.31'S71°58'15"E 203.54'S27°35'38"W 225.86'N85°31'36"E 241.18'S19°44'29"E100.48'S20°12'24"W97.00'S52°05'59"W 199.66'S41°51'18"E 230.50'S41°21'47"E 229.15'S74°43'50"W 124.24'S89°40'25"W 241.00'N02°40'30"E 251.21'N02°50'53"W 174.89'
L50S02°03'48"W 186.73'
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Curve TableCurve #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20 Length14.22'818.51'912.86'109.41'109.41'183.39'105.10'95.32'29.57'40.66'432.20'83.40'85.80'301.92'78.98'114.05'133.96'192.34'298.60'117.79'Radius1782.50'4905.00'4905.00'3895.00'3895.00'541.28'229.60'1165.14'1153.14'300.00'300.00'600.00'600.00'250.00'350.00'250.00'250.00'350.00'350.00'1000.00'Delta0°27'26"9°33'40"10°39'48"1°36'34"1°36'34"19°24'46"26°13'43"4°41'14"1°28'10"7°45'57"82°32'36"7°57'52"8°11'35"69°11'38"12°55'45"26°08'15"30°42'04"31°29'12"48°52'51"6°44'57"CD BEARINGN12°09'51"EN07°36'49"EN03°18'58"WN07°50'34"WN07°50'34"WS27°53'49"EN76°30'49"WS84°32'20"ES81°27'38"ES86°05'11"ES40°55'55"ES83°36'06"ES75°31'22"ES36°49'46"ES08°41'49"EN24°25'07"WN26°42'02"WS68°15'21"WS28°04'19"WS07°00'22"W CD LENGTH14.22'817.56'911.54'109.41'109.41'182.52'104.19'95.29'29.57'40.63'395.78'83.34'85.72'283.90'78.81'113.06'132.36'189.93'289.62'117.73'Curve TableCurve #C21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37C38C39C40 Length213.47'116.53'101.27'414.16'284.26'70.25'509.75'509.75'203.31'260.28'73.92'166.81'272.84'188.55'241.44'123.57'229.18'153.92'569.87'305.92'Radius750.00'300.00'250.00'600.00'300.00'350.00'500.00'500.00'250.00'250.00'1250.00'1250.00'1000.00'1000.00'550.00'400.00'400.00'500.00'300.00'200.00'Delta16°18'27"22°15'21"23°12'35"39°32'59"54°17'24"11°29'58"58°24'48"58°24'48"46°35'45"59°39'06"3°23'18"7°38'45"15°37'56"10°48'11"25°09'08"17°42'01"32°49'37"17°38'17"108°50'15"87°38'27"CD BEARINGS18°32'04"WN74°07'45"WS86°33'50"EN85°15'58"EN38°20'46"EN83°52'27"ES72°40'07"ES72°40'07"ES66°45'36"EN60°06'59"EN28°35'47"EN23°04'46"EN27°04'21"EN40°17'25"EN33°06'56"ES63°57'41"ES79°30'41"EN36°22'22"EN26°51'54"WN37°27'48"W CD LENGTH212.75'115.80'100.58'405.99'273.75'70.13'487.96'487.96'197.76'248.68'73.91'166.68'271.99'188.27'239.51'123.08'226.05'153.31'487.98'276.96'
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Curve TableCurve #C106C107C108C109C110C111C112C113C114C115C116C117C118C119C120C121C122C123C124C125 Length70.38'131.76'75.44'94.44'82.93'280.78'211.83'120.55'93.02'73.21'201.87'53.47'56.55'104.02'52.73'115.73'175.66'110.36'122.03'103.84'Radius267.50'1482.50'1482.50'267.50'367.50'232.50'767.50'54.50'54.50'54.50'732.50'582.50'500.00'1000.00'617.50'982.50'367.50'367.50'267.50'232.50'Delta15°04'30"5°05'32"2°54'56"20°13'42"12°55'45"69°11'38"15°48'50"126°43'46"97°47'25"76°57'56"15°47'25"5°15'33"6°28'47"5°57'36"4°53'35"6°44'57"27°23'10"17°12'22"26°08'15"25°35'22"CD BEARINGS49°11'14"WS54°10'43"WS50°10'29"WS58°49'53"WS08°41'49"ES36°49'46"EN18°46'53"EN29°18'37"ES38°25'47"ES48°56'54"WS18°47'35"WS84°57'15"EN89°10'34"ES84°05'03"ES84°37'04"EN07°00'22"EN17°19'29"EN39°37'15"EN24°25'07"WN24°08'40"W CD LENGTH70.18'131.72'75.43'93.95'82.75'264.03'211.16'97.43'82.13'67.83'201.23'53.45'56.52'103.98'52.72'115.67'173.99'109.95'120.97'102.98'Curve TableCurve #C126C127C128C129C130C131C132C133C135C136C137C138C139C140C141C142C143C144C145C146 Length139.63'103.39'43.73'122.43'106.06'174.45'66.22'81.23'47.26'95.85'21.22'84.24'65.65'35.82'83.15'79.92'82.90'38.75'116.56'325.71'Radius54.50'54.50'54.50'267.50'232.50'367.50'467.50'492.50'50.00'50.00'332.50'332.50'267.77'54.50'54.50'54.50'54.50'232.50'367.50'432.50'Delta146°47'41"108°41'31"45°58'10"26°13'27"26°08'15"27°11'54"8°06'56"9°27'01"54°09'04"109°49'53"3°39'22"14°30'57"14°02'50"37°39'24"87°25'12"84°00'53"87°09'21"9°33'01"18°10'19"43°08'55"CD BEARINGN29°07'14"WS81°22'38"ES04°02'48"ES24°27'43"ES24°25'07"EN70°24'00"EN01°25'41"EN00°45'38"EN21°29'04"WN60°30'24"EN88°12'10"EN79°07'00"EN78°53'09"EN74°05'29"ES43°22'13"ES42°20'50"WN52°04'03"WS76°38'02"WS80°56'41"WS16°05'19"E CD LENGTH104.46'88.57'42.56'121.37'105.15'172.82'66.16'81.14'45.52'81.83'21.21'84.01'65.48'35.18'75.32'72.95'75.14'38.71'116.07'318.07'
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Curve TableCurve #C207C208C209C210C211C212C213C214C215C216C217C218C219C220C221C222C223C224C225C226 Length240.56'141.64'220.31'81.86'61.78'69.35'73.78'85.94'152.70'47.63'138.81'139.69'217.54'376.35'5.07'116.37'111.74'72.09'48.20'221.22'Radius982.50'1267.50'382.52'54.50'54.50'54.50'54.50'417.50'417.50'1267.50'267.50'267.50'267.50'482.50'250.00'250.00'250.00'500.00'517.50'517.50'Delta14°01'43"6°24'10"33°00'00"86°03'27"64°57'06"72°54'37"77°33'57"11°47'38"20°57'22"2°09'12"29°43'55"29°55'11"46°35'45"44°41'28"1°09'44"26°40'09"25°36'30"8°15'41"5°20'12"24°29'34"CD BEARINGS26°16'15"WS22°27'28"WS79°25'28"EN66°21'40"ES38°08'03"ES30°47'49"WN73°57'54"WS89°58'20"WN73°39'10"WS29°12'50"WS45°09'23"WS74°58'56"WN66°45'36"WN65°48'27"WN88°44'03"WS77°21'00"WS76°49'11"WN85°29'35"EN84°01'51"ES81°03'16"E CD LENGTH239.96'141.57'217.28'74.38'58.53'64.77'68.27'85.79'151.85'47.63'137.26'138.11'211.60'366.89'5.07'115.32'110.81'72.03'48.18'219.54'Curve TableCurve #C227C228C229C230C231C232C233C234C235C236C237C238C239C240C241C242C243C244C245C247 Length189.27'148.53'28.87'497.08'10.68'23.52'163.54'145.63'154.22'154.22'182.72'176.07'153.22'55.51'42.61'68.66'52.31'162.93'162.93'114.97'Radius517.50'482.50'282.50'282.50'282.50'217.50'217.50'217.50'1017.50'1017.50'332.50'467.50'467.50'467.50'732.50'732.50'232.50'232.50'232.50'767.50'Delta20°57'18"17°38'17"5°51'18"100°49'00"2°09'57"6°11'50"43°04'51"38°21'47"8°41'02"8°41'02"31°29'12"21°34'43"18°46'41"6°48'11"3°19'58"5°22'15"12°53'27"40°09'06"40°09'06"8°34'59"CD BEARINGS58°19'51"EN36°22'22"EN24°37'34"EN28°42'35"WN80°12'04"WN78°11'07"WN53°32'47"WN12°49'28"WN10°41'56"EN10°41'56"EN68°15'21"ES20°09'39"ES40°20'21"ES53°07'47"ES54°51'54"ES50°30'47"ES41°22'56"ES14°51'40"ES14°51'40"ES00°55'24"W CD LENGTH188.21'147.95'28.86'435.39'10.68'23.51'159.71'142.92'154.07'154.07'180.43'175.03'152.53'55.48'42.60'68.64'52.20'159.62'159.62'114.86'
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0+001+002+000+001+002+000+001+002+000+001+002+00 SECTION 1SECTION 2SECTION 3SECTION 4 DOVE ROADEXISTINGTOP OF DAM PROPOSEDTOP OF DAM EXISTING DAMOVERFLOW TOREMAINPROPOSEDBOTTOM OFDAMEDGE OFWATER EX 60"RCPEX 2-24"RCP
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0
6
1
5
6
2
0
6
2
5
6
3
0
6
3
5
0
+
0
0
614.48
613.00
1
+
0
0
623.17 613.87
624.43
2
+
0
0
621.42
6
0
5
6
1
0
6
1
5
6
2
0
6
2
5
6
3
0
6
3
5
6
0
5
6
1
0
6
1
5
6
2
0
6
2
5
6
3
0
6
3
5
6
0
5
6
1
0
6
1
5
6
2
0
6
2
5
6
3
0
6
3
5
6
0
5
6
1
0
6
1
5
6
2
0
6
2
5
6
3
0
6
3
5
6
0
5
6
1
0
6
1
5
6
2
0
6
2
5
6
3
0
6
3
5
6
0
5
6
1
0
6
1
5
6
2
0
6
2
5
6
3
0
6
3
5
0
+
0
0
613.39
612.75
1
+
0
0
624.54 614.01
621.34
2
+
0
0
617.64
0
+
0
0
612.45
612.00
1
+
0
0
624.88 611.00
619.76
2
+
0
0
615.92
0
+
0
0
612.99
612.45
1
+
0
0
625.00 617.99
613.98
2
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0
0
615.36
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I
O
N
1
S
E
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T
I
O
N
2
S
E
C
T
I
O
N
3
S
E
C
T
I
O
N
4
PROPOSED ROW
EXISTING BOUNDARY
PROPOSED ROW
EXISTING BOUNDARY
PROPOSED ROW
EXISTING BOUNDARY
PROPOSED ROW
EXISTING BOUNDARY
E
X
D
O
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:
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3
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1
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:
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.
6
4
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( IN
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N
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C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.D
O
I
N
o
.
2
0
1
5
1
1
1
.
0
0
420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:BRYAN ELLIOTT
935 W. DOVE
SOUTHLAKE, TEXAS 76092
(214) 435-3570
DAM SECTIONS
QUAIL HOLLOW
WESTLAKE, TEXAS