HomeMy WebLinkAboutItem 24 - Preliminary Plat Reserve at Bear CreekMEMO TO:
FROM:
MEETING DATE:
SUBJECT:
THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL,
AND THE PLANNING & ZONING COMMISSION
BRUNO RUMBELOW, CITY MANAGER
JUNE 19, 2018
PRELIMINARY PLAT APPLICATION
RESERVE AT BEAR CREEK
PLAT APPLICATION FILING DATE June 12, 2018
APPLICANT Richard DeOtte, DeOtte, Inc.
REASON FOR APPLICATION Platting unplatted property
to build townhomes
PROPERTY LOCATION Northwest corner of SH360 and
Euless Grapevine Road
ACREAGE 13.646
ZONING R-TH
NUMBER OF LOTS 69 Residential Lots
PREVIOUS PLATTING No
CONCEPT PLAN No
SITE PLAN Z18-03; PD18-02
OPEN SPACE REQUIREMENT Yes
AVIGATION RELEASE Yes
PUBLIC HEARING REQUIRED No
PLAT INFORMATION SHEET
PRELIMINARY PLAT APPLICATION
RESERVE AT BEAR CREEK
GENERAL:
• The applicant, Richard DeOtte is platting 13.64 acres into 69 townhome lots.
The property is located at 4201 State Highway 360.
II. STREET SYSTEM:
• The development has access to State Highway 360.
• ALL abutting roads:
Z are on the City Thoroughfare Plan: Euless
Grapevine Road
Z are not on the City Thoroughfare Plan: SH 360
❑ Periphery Street Fees are due as follows:
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
❑ Minor Arterial (D) $ 170.33 / LF
❑ Collector (E) $ 170.33 / LF
❑ Collector (F) $ 150.98 / LF
❑ Sidewalk $ 25.00 / LF
❑ Curb & Gutter $ 15.00 / LF
❑ Periphery Street Fees are not due:
Z Development is required to construct sidewalk along SH360.
III. STORM DRAINAGE SYSTEM:
• The site drains northeast towards Bear Creek.
• 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:
Z 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.
SANITARY SEWER SYSTEM:
Z 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:
Z Water and Wastewater Impact Fees are due prior to the issuance of building
permits for: Reserve at Bear Creek
Z Single Family Residential ($ 2,414/ Lot)
❑ Multifamily ($ 1,134/ Unit)
❑ Hotel ($ 43,632/ Acre)
❑ Corporate Office ($ 20,523/ Acre)
❑ Government ($ 4,414/ Acre)
❑ Commercial / Industrial ($ 5,739 / Acre)
❑ Open Space Fees are not required for:
Z Open Space Fees are due prior to the issuance of building permits and/or
any public infrastructure improvements for: Reserve at Bear Creek
Z R-5.0, R-TH, 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)
❑ Public Hearing Only
❑ Variances were required on the following items:
❑ Front building line
❑ Allowing a setback of 3 feet for the rear property line for an accessory
building
❑ Lot width & depth
❑ Max. Impervious Area
❑ Landscaping Regulations, allowing no landscape buffer between the
edge of the parking area and the adjacent property line.
❑ 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:
❑ Driveway Spacing not met.
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.
Z The onsite utility easements provide for a utility network to serve the
development of this site.
Z The onsite drainage easements provide for a drainage network to
serve the development of this site.
Z The onsite access easements provide cross access capabilities to
this site and surrounding property.
Z The onsite sidewalk easements provide for a sidewalk network to
serve the development of this site.
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.
Z The onsite utility easements are necessary to provide for a utility
system to serve this development and connect to existing utilities on
surrounding property.
Z The onsite drainage easements are necessary to provide for storm
drainage improvements to serve the development of the site.
Z The onsite access easements are necessary to provide cross access
capabilities to this site and surrounding property.
Z The onsite sidewalk easements are necessary to provide for a
sidewalk network to serve the development of this site.
Z All of the dedications benefit the development to at least the extent of
the impact of such on the development.
VIII. RECOMMENDATION:
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 Preliminary
Plat of Reserve at Bear Creek."
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NOTES: \ _ \ \ <zs�6 N U C36 L214
` YEAR ,
1 MINIMUM FINISHED FLOOR ELEVATIONS \ EX 100 Ln yy 1- 40-
BLOCK 1 FLOODPLAIN \ y" 16X L215 L216
LOTS 1-10 - 540.0 C37�
LOTS 11-27 - 539.75 ` V ` 1 L& C41 %'l�',� _L217 GK 1
LOTS 28-43 - 539.25 \ ` 1 C82 01 g�0
\ P V!? 41
42
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44
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THIS DOCUMENT IS FOR INTERIM REVIEW
AND IS NOT INTENDED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
BY; Cloyton T. Redinger
R6g. No.: 97497
Date: 05/30/2018
-
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VAA�_ _
-
RIGHT -0F WAY LINE OF STATE HIGHWAY 360;
1 I
as
5115
1 I
p �� THENCE SOUTH 75 DEGREES 19 MINUTTFS 24 SECONDS WEST WITH SAID NORTHEASTERLY
L246
I
IN
I
I I
`I RIGHT-OF-WAY LINE A DISTANCE OF 48.42 FEET TO A TXDOT MONUMENT FOUND;
"'L236' I `
\
I
I
THENCE NORTH 63 DEGREES 59 MINUTES 11 SECONDS WEST CONTINUING WITH SAID
V�I
11
1
NORTHEASTERLY RIGHT-OF-WAY LME A DISTANCE OF 2.23 FEET TO A TXDOT MONUMENT FOUND;
yl
r
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s1
\
/
THENCE. NORTH 49 DEGREES 37 MINUTES 48 SECONDS WEST CONTINUING WITH SAID
I NORTHEASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 1143.13 FEET TO A MOT MONUMENT
J
FOUND;
THENCE NORTH 41 DEGREES 14 MINUTES 51 SECONDS WEST CONTINUING WITH SAID
NORTHEASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 101.44 FEET TO A TXDOT MONUMENT FOUND;
�I
II
It
THENCE NORTH 49 DEGREES 31 MINUTES 5.5 SECONDS WEST CONTINUING WITH SAID
I
1
NORTHEASTERLY RIGHT -0F -WAY LINE A DISTANCE OF 25004 FEET TO 12 MCH "MILLER 5665'
V
CAPPED STEEL ROD SET W TIIE NORTHERLY BOUNDARY LINE OF SAID MAIN STREET TRACT FROM
TD
WHICH A 12 INCH CAPPED STEEL ROD FOUND BEARS SOUTH 49 DECREES 31 MINUTES 55 SECONDS
I
EAST AT 0.92 FEET;
1_238
THENCE NORTH 89 DEGREES 21 MINUTES 08 SECONDS EAST WITH SAID NORTHERLY BOUNDARY LINE
N�
I
-4-ONE NC.,
WC1 V L iG
4..1 l A V 60
A DISTANCE OF 1167.70 FEET TO THE POINT OF BEGINNING AND CONTAINING 13.6464 ACRES OF
ill, MORE OR LESS.
BLOCK 1 FLOODPLAIN \ y" 16X L215 L216
LOTS 1-10 - 540.0 C37�
LOTS 11-27 - 539.75 ` V ` 1 L& C41 %'l�',� _L217 GK 1
LOTS 28-43 - 539.25 \ ` 1 C82 01 g�0
\ P V!? 41
42
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THIS DOCUMENT IS FOR INTERIM REVIEW
AND IS NOT INTENDED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
BY; Cloyton T. Redinger
R6g. No.: 97497
Date: 05/30/2018
PLANNING & ZONING COMMISSION:
DATE APPROVED
CHAIRMAN: 1
SECRETARY:
GRAPEVINE CITY COUNCIL:
DATE APPROVED:
MAYOR: — —
CITY SECRETARY:
\ PRELIMINARY PLAT
OF
vvv Ih 2ESE2VE Ar SEAR CREEK
\ EING
13.646 ACRES
SITUATED IN THE
JAMES H. HUGHES SURVEY, ABSTRACT NO. 2028
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1
69 RESIDENTIAL LOTS
7 OPEN SPACE LOTS
It Ih a vv � EXISTING ZONING: R-7.5
\ PROPOSED ZONING: PLANNED DEVELOPMENT OVERLAY
SHEET I OF 2 MAY 2018
LIZLA, ` IJPW Y
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PLANNING & ZONING COMMISSION:
DATE APPROVED
CHAIRMAN: 1
SECRETARY:
GRAPEVINE CITY COUNCIL:
DATE APPROVED:
MAYOR: — —
CITY SECRETARY:
\ PRELIMINARY PLAT
OF
vvv Ih 2ESE2VE Ar SEAR CREEK
\ EING
13.646 ACRES
SITUATED IN THE
JAMES H. HUGHES SURVEY, ABSTRACT NO. 2028
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1
69 RESIDENTIAL LOTS
7 OPEN SPACE LOTS
It Ih a vv � EXISTING ZONING: R-7.5
\ PROPOSED ZONING: PLANNED DEVELOPMENT OVERLAY
SHEET I OF 2 MAY 2018
I uae Table I
I Line Tads I
PLANNING & ZONING COMMISSION:
DATE APPROVED:
CHAIRMAN:
SECRETARY:
GRAPEVINE CITY COUNCIL:
DATE APPROVED:
MAYOR:
CITY SECRETARY:
PRELIMINARY PLAT
OF
ZESEIRVE AT 32 CZEE'K,
BEING
13.646 ACRES
SITUATED IN THE
JAMES H. HUGHES SURVEY, ABSTRACT NO. 2028
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
69 RESIDENTIAL LOTS
7 OPEN SPACE LOTS
EXISTING ZONING: R-7.5
PROPOSED ZONING: PLANNED DEVELOPMENT OVERLAY
SHEET 2 OF 2 MAY 2018
Curve Tads
Curve 9 Length
Radius
Della
Chad Bearing Chond Length
Cl
3.88'
175.00'
1'11'49'
N45'08'54'E
3.66'
C2
31.61'
175.00
10'21107
N50'M'19'E
31.57
C3
28.37
175.W
9'1720'
NW -4410T
28.34'
C4
12.95'
175.00'
4'14'21'
N67'3021'E
12.94'
C5
4.17
525.00
0'2728'
N69°51'/5'E
4.19'
C6
31.50
525.0
3'WW
N71'4l24'E
31.59
C7
25.11'
52500
2144'25'
N74'5493'E
25.11'
C8
19.27
15D.07
7'21'43'
1,179'5710-E
19.26'
C9
26AT
1501W
10'0644'
N88'4121'E
26.44'
CID
27.97 150.07
10'4057
S80'S4'49'E
27.93'
C11
11.03'
150.00
4'1752
S73'27'SCE
11.03'
C12
28.26
150.00'
10'4733'
S65'5T42'E
2821'
C13
26.22 150.00 10'0097
555,3326E
26.19
C14
16.18'
150.00
6'1045'
S47 -2736-E
16.17
C15
26.24'
97500
1'3211'
S45'0812TE
2624-
C16
37.19'
975.00'
2'11107
S4710018'E
37.19'
C17
37.16 975.00
2'1196
S49°11'26E
37.16
C1B
27.16
975.00
1.3544'
S51'04'52•E
27.16
C19
15.96 102500
0'5326
S51'25'59'E
15.95'
C20
31.94'
102500
1'4708'
S50'05'41'E
31.98
C21
56.81'
1025.00 3'1031'
S47'3651'E
56.80
CW
32.08' 1025.00
1'4736
5460749E
32.W
C23
9.78'
1025.00'
0'3248'
S43.5736 -E
9.78'
C24
2.53'
975.00
0'0655'
S43'45'40'E
2.53'
C25
28.00
975.00 1'38'46
S44°3929 -E
28.00
C25
37.16
975.00
2'1196
S46'3426E
37.16
C27
37.17
975.07
2'11VT
S48.45WE
VAT
C28
22.W
975.00' 1'20'4T
S50'312TE
22.89
C29
13.90
150.07
5'1829'
S48'32'29'E
13.89
C30
26.43'
15D.W
10'0649
S40'5026E
26.40
PLANNING & ZONING COMMISSION:
DATE APPROVED:
CHAIRMAN:
SECRETARY:
GRAPEVINE CITY COUNCIL:
DATE APPROVED:
MAYOR:
CITY SECRETARY:
PRELIMINARY PLAT
OF
ZESEIRVE AT 32 CZEE'K,
BEING
13.646 ACRES
SITUATED IN THE
JAMES H. HUGHES SURVEY, ABSTRACT NO. 2028
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
69 RESIDENTIAL LOTS
7 OPEN SPACE LOTS
EXISTING ZONING: R-7.5
PROPOSED ZONING: PLANNED DEVELOPMENT OVERLAY
SHEET 2 OF 2 MAY 2018
Curve Table
Curve N Length
Regius
Della
Chad Bearing Chad Length
C31
2529'
15D.00'
9°3937'
S3O'5T37'E
2526
C32
26.94'
150.06
10°1T31'
S20°59103'E
26.91'
C33
15.69
150.00'
5'59'38'
SlVW29'E
15.69'
C34
8.61'
275.00
1'4735'
SOB'S652'E
8.61'
C35
3128
275.07
8'3094'
SO4'48'03'E
31.17
C36
4.81'
275.07
1'0708'
501,0256E
4.81'
C37
5.95
62.00'
5'3096'
502'170807
5.95'
C38
19.87
62.00'
18'2245'
S14°063307
19.80'
C39
VAT
62.7
25'23'04'
536'012807
2724'
C40
28.81'
62.7
26'3730'
S62'01'45W
2&55
C41
137.88'
62.00'
127'2,TW
1,140'5653W
111.17
042
19.05'
62.00'
17.3628'
N31°33'SS'E
18.98'
C43
8.76'
10.07
50'1251'
N15'1546'E
8.49'
C44
72.17
100.07
41'2194'
N30 -31-11W
70.62
C45
6.59'
1025.07
0'22tl6
1,151'0740W
659'
C46
15.57
52.00'
17'0726
S48'5655W
1551'
C47
25.93'
52.00'
28'34'17'
571'484707
25.66
C48
12.95
52.07
14'1617'
N86'4556W
12.97
G9
64.93'
62.00'
60°07W
N09'3748W
62.07
IC50
12.95'
5200'
14°1517
N12 -294M
12.92-
051
25.93'
52.00'
28'34'17
NDB'553TE
25.66
C52
15.57
52.W
17'09'26
N31.4729E
15.51'
C53
31.14'
975.07
1°4947
N44'WOM
31.14'
C54
3823'
975.W
2'14'48'
NSO'4520'W
3823'
C55
15.57
52.00
17'09M
S48'S6W W
15.51'
C56
25.83'
52.W
28'WIT
87/'4947'07
25.66
C57
12.95'
52.07
14°16'17'
N86.45 -SM
12.97
C58
64.93'
62.00'
00
-1'3--60°-1'3--
62.00'
C59
12.95'
S2. W'
14'1717
N12'2940W
12.92'
C60
25.93'
52.07
28'34'17
NDB'5537'E
25.66'
PLANNING & ZONING COMMISSION:
DATE APPROVED:
CHAIRMAN:
SECRETARY:
GRAPEVINE CITY COUNCIL:
DATE APPROVED:
MAYOR:
CITY SECRETARY:
PRELIMINARY PLAT
OF
ZESEIRVE AT 32 CZEE'K,
BEING
13.646 ACRES
SITUATED IN THE
JAMES H. HUGHES SURVEY, ABSTRACT NO. 2028
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
69 RESIDENTIAL LOTS
7 OPEN SPACE LOTS
EXISTING ZONING: R-7.5
PROPOSED ZONING: PLANNED DEVELOPMENT OVERLAY
SHEET 2 OF 2 MAY 2018
Curve Table
Curve p length
Radius
Dehe
Chon1 Beating Chad Length
C61
15.57
52.06
1710726'
N31'4729'E
15.51'
C62
11.35' 1025.00
0°38'03'
N44,41'15W
11.34-
C63
91.85'
100.00
52'3734'
N70°41'OOW
88.66'
C64
11.75'
100.00'
6'4358'
S79.38 -14V
11.74'
C65
10.05'
475.07
1'1706'
S75°374207
10.65-
C66
28.01'
475.00
3'22'47
S73'1748W
28.00
C67
18A3'
475.00
1'58'56'
S7036'SM
16.43'
C68
10.86
125.0'
4'5633'
S67'0614V
10.85
C69
42.87
125.00
19'3936
S54'4910W
42.68'
C70
16.20
10.00
92'48106
N86 -4615-E
14.48'
C71
15.30
10.06
87'11'56
S03'3023E
13.86
C72
10AT
10.07
60 -DOW
S70'M2'W
10.0'
4'
20.00'
W'W90
N49'3T48W
20.07
7'
10.07
W°0090
N10'2712'E
10.00'
1'
10.00'
91'08'43'
N95'5634'E
1428'
'
10.05'
88'51'17
504,20103,E
14.07
fC7910.47
T
10.00'
BMW
S70'2212W
10.00'
4'
20.07
60°ODW
N49'3T48W
20.07
10.00
60'0700'
N10'2212'E
10.07'
ff
233.00
7'3718'
506°2/'34'E
30.9T
C82
I 77.12'
20. W'
220'SSOT N70°0522W
37.48'
PLANNING & ZONING COMMISSION:
DATE APPROVED:
CHAIRMAN:
SECRETARY:
GRAPEVINE CITY COUNCIL:
DATE APPROVED:
MAYOR:
CITY SECRETARY:
PRELIMINARY PLAT
OF
ZESEIRVE AT 32 CZEE'K,
BEING
13.646 ACRES
SITUATED IN THE
JAMES H. HUGHES SURVEY, ABSTRACT NO. 2028
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
69 RESIDENTIAL LOTS
7 OPEN SPACE LOTS
EXISTING ZONING: R-7.5
PROPOSED ZONING: PLANNED DEVELOPMENT OVERLAY
SHEET 2 OF 2 MAY 2018