HomeMy WebLinkAboutRes 2015-06-05 villages of hurricane creek prelim plat cCITY OF ANNA, TEXAS
RESOLUTION NO. 2015-06-05
A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING THE -VILLAGES OF HURRICANE CREEK
ADDITION" PRELIMINARY PLAT" GENERALLY LOCATED IN ANNA'S CITY LIMITS LOCATED WEST OF
U.S. HWY 75 AND NORTH OF FARM TO MARKET HWY 455 AND IS SUBJECT TO THE SUBDIVISION
RULES AND REGULATIONS AS SET FORTH IN THIS RESOLUTION.
WHEREAS, In order to provide for the orderly development of land within the Anna city limits and
extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has
adopted Part III -A of the Anna City Code of Ordinances ("Subdivision Regulations"); and
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT:
Section 1. Recitals Incorporated.
The recitals above are incorporated herein as if set forth in full for all purposes.
Section 2. Approval of Preliminary Plat
The City Council hereby approves the Villages of Hurricane Creek preliminary plat subject to the
following conditions:
Variances
Variance to the maximum block length.
Variance to the minimum centerline radius for Collector A.
General Preliminary Plat Comments
1.) ROW dedication is shown off -site between the proposed tract and FIVI 544. Off -site ROW
dedication will be required prior to any phase of this project being developed.
2.) City ordinance requires two points of access, whereas only one is shown for the entire
development.
3.) Preliminary Plat shall have the RPLS of record's contact information, license number, and
survey firm number.
4.) Legal description and curve data not provided.
5.) Clarify if the tract labeled as "Fire Station" is being dedicated to the City or who will own
the tract.
City of Anna Resolution No. 2015-06-05 Page I of 3
6.) Written release required from all existing easement holders.
7.) Clearly label all property on adjacent tracts.
PreliminarV Storm Drainage Plan Comments
The following City Ordinances regarding the storm drainage design of the proposed improvements
are applicable:
Article 3, Section 11 of the Subdivision Ordinance
- "Drainage improvements shall accommodate runoff from the upstream drainage area and
shall be designed to prevent overloading the capacity of the downstream drainage system or
adversely impacting either upstream or downstream properties..."
Article 4, Section 2 of the Subdivision Ordinance
- "All creeks and drainage channels shall be preserved and protected in their natural condition
11
wherever possible unless significant storm drainage improvements are required by the City...
Article 5, Section 9 of the Subdivision Ordinance
- "An adequate storm sewer system consisting of inlets, pipes and other underground
structures with approved outlets shall be constructed where runoff of storm water and the
prevention of erosion cannot be accomplished satisfactorily by surface drainage facilities..."
Section 3 of City Design Standards
- "Drainage facilities shall be designed and constructed at such locations and of such size and
dimensions to adequately serve the development and the contributing drainage area above
the development, as well as the affected areas downstream. The developer shall provide all
necessary easements and rights -of -way required..."
A detailed design to be submitted for the Villages of Hurricane Creek include a flood study completed
to the level of a CLOMR submittal. The hydrology for the flood study shall include flows, elevations
and velocities for the basin with fully developed flow, as well as a current effective model with the
proposed development. The proposed development shall not adversely impact any upstream or
downstream properties.
8.) Provide the flood study referenced for review.
9.) Several lots are located within the floodplain.
10.) The floodplain areas shown stop at the eastern and northern boundaries of the tract.
Show the extents of the floodplain within the basin.
City of Anna Resolution No. 2015-06-05 Page 2 of 3
11.) Details regarding the existing ponds, spillways and discharges, detention, etc. will be
required with the engineering design,
12.) Off -site drainage area to the south was not accounted for.
Preliminary Utility Plan Comments
13.) Sanitary sewer calculations will be required during the design phase. Including peaking
factors as well as Inflow and Infiltration (M).
14.) Dead end water lines are not allowed.
15.) As shown, the water line on the northern portion of the tract is connected to the
southern portion at a single point. Add additional points of connect/redundancy as
indicated on the mark-ups.
16.) Manholes located within the floodplain shall have sealed lids.
17.) During the design process, the sanitary sewer system shall be evaluated for manholes
that may be at increased risk of corrosion. Manholes that have excess velocity, large
velocity changes, drops, etc. shall have an corrosion resistant epoxy coating.
18.) Underground structures shall be NCTCOG class "F".
19.) Maximum distance between valves shall be 1,000-feet.
20.) Where installing water lines 12-inches and larger, a clear space of 20-feet shall be
provided. This can be a combination of ROW and utility easements but may not be
under pavement.
21.) Force main shall be a minimum of 8-inches, Final size to be determined during lift
station design.
PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 23rd day of June,
2015.
I'N' 0 F
ATTEST:
ty
Mirenda McQuagge-Walden, Acting Ci §ftr6V4,- "IN
APPRQVED�
,"Mayor, Mike Crist
City of Anna Resolution No. 2015-06-05 Page 3 of 3
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NOTES:
1. FLOODPLAINS SHOWN FOR HURRICANE
CREEK (MAINSTEM) ARE TAKEN FROM COLLIN
COUNTY DFIRM PANEL NO. 48085CO155J,
EFFECTIVE 06/02/2009.
2. FLOODPLAINS SHOWN FOR UNNAMED
TRIBUTARIES AND SCS POND # 45 ARE BASED
ON FULLY -DEVELOPED WATERSHED HYDROLOGY.
THE FLOODPLAINS WERE DEVELOPED AND
DELINEATED ON LIDAR TOPOGRAPHY, WHICH
IS TH E BEST AVAI LABLE DATA AT TH IS TI M E. TH E
FLOODPLAIN LIMITS COULD THEREFORE BE
SUBJECT TO REVISIONS BASED ON MORE
ACCURATE ON -THE -GROUND SURVEY DATA. NO
CHANNEL MODIFICATIONS, IMPROVEMENTS, OR
ROADWAY CROSSINGS ARE REFLECTED IN THE
FLOODPLAINS SHOWN ON THIS PLAT.
3. THIS DOCUMENT WAS PREPARED UNDER 22 TAC
663.21, DOES NOT REFLECT THE RESULTS OF AN
ON THE GROUND SURVEY, AND IS NOT TO BE
USED TO CONVEY OR ESTABLISH INTERESTS IN
REAL PROPERTY EXCEPT THOSE RIGHTS AND
INTERESTS IMPLIED OR ESTABLISHED BY THE
CREATION OR RECONFIGURATION OF THE
BOUNDARY OF THE POLITICAL SUBDIVISION FOR
WHICH IT WAS PREPARED.
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: A I � I I �S - I � $_ I :
\ ** / / r i I I \ - 1�1 ± 2i�.81 ACRES _ �� - _ * I J II,", , ; I .
4# 4# I \ PARC�L ID: 1 DP21;�7-- ' -. , f � b �_ 1 680 %#ft I ) ( �
I" ) , I ) I, I I , \� I :�_5 ,�, %&; lb cc ± 5.90 ACREt ___ - � - I e 11 ( ) I'_ )_ - I I', I.
- " \ Cl) I _�_ , 1V I It _�I(
: ; � I ) I ) (y) I I ( #1 0 ', � k \ I - I
: `
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: 4# I I I , / )-, d , - - I -- � V - - 11 . " - - - - - - _�_ t C14 , *% \ - U \ � - \ ) I I I V \ ;-j j:
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.
LAND USE SUMMARY
USE
ACREAGE +/-
�
SF LOTS
�
I SF DENSITY
(UNITS/ACRE)
� PERCENTAGE
SINGLE FAMILY RESIDENTIAL'PD-XX'- 50% MAXIMUM
I
LOT COVERAGE
70'x 120'LOTS
84.25
365
4.33
51.4%
80'x 120' LOTS
45.32
185
4.08
27.7%
90'x 120' LOTS
14.61
3- 5
3.76
_
8.9%
100'x 150'LOTS
19.70
49
2.49
12.0%
TOTALI
163.88
1 654
1 3.99
1 44.5%
OPEN SPACE
1 148.55
1
1
—
1 40.3% —
PRIVATE OPEN SPACE
94.61
25.7%
PUBLIC PARK
36.58
9.9%
EASEMENT
17.36
4.7%
FIRE STATION
2.22
0.6%
AMENITYCENTER
i 2.25
i
i
i 0.6%
ROW - 42,250TOTAL LF PAVEMENT
/ 17,000 LF CURVILINEAR
(40%)
PUBLIC ROW DEDICATION
I S1.30
I
I
1 13.9%
TOTAL
1 368.20
1 654
1 1. 78 GROSS
I 100.0% _
�
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,
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L - , 1, - - �l It \ 1% e I I � I (
i _\_ . I ) ABS A0782 TROMAS RATTON SURVEY, _1 I - % I
_< _� - - e, '54'24"W, 2687.84- 1 / - Is , r EXI§T�NG - � I �_ / ; J,, % I:
-
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LOT AND BLOCK SUMMARY
BLOCK
LOTS
BLOCK
LOTS
BLOCK
LOTS
BLOCK 1
1-10
BLOCK 12
I- 17, 1X
BLOCK 23
1-27
BLOCK 2
1-12
BLOCK 13
1-19
BLOCK 24
1 - 24, 9X, 19X
BLOCK3
I - 13, 2X, 8X
BLOCK 14
1-22
BLOCK 25
1 - 9, lox
BLOCK 4
I- 26, 1X
BLOCK 15
I- 20, 1X
1
I ,BLOCK 26
1 - 26, 22X
BLOCK 5
1-14
BLOCK 16
—
1 - 30, 1X, AC
1
BLOCK 27
1-22
BLOCK 6
1-27
BLOCK 17
1 - 19, lgx
� �BLOCK 28
1- 18, 9X
BLOCK 7
I - 7, 1X
BLOCK 18
1-16
BLOCK 29
1-18
-
BLOCK8
I- 53, IX
BLOCK 19
1 - 10, lox
BLOCK 30
1-17
BLOCK 9
11-14
..BLOCK 20
.1- 8, 8x
BLOCK 31
1 - 56, 2X,17X,50X,FS,(2) PARK
BLOCK 10
1-16
BLOCK 21
1-14
1 BLOCK 32
11-8
BLOCK 11
I - 28, 5X
BLOCK 22
1-23
l[BLOCK 33
11-8
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:
OWNERS
VILLAGES OF
HURRICANE CREEK, LP
2705 CLUBLAKE TRAIL
MCKINNEY, TX 75070-4009
DEVELOPMENT GROUP
1221 N. 1-35E, STE 200
CARROLTON, TX 75006
PHONE: 469-892-7200
FAX: 817886-3626
PLANNER / ENGINEER
: : : : :
: * : : :
: : : : :
::.:: P E LOTO N
--------.-- ____
11111 L A N D S 0 L U T I 0 N S
5751 KROGER DRIVE
SUITE 185
KELLER, TX 76244
PHONE: 817-562-3350
11 TEXAS FIRM NO. 12207 11
prepared by. or un i fs
PE R Date
PROJECT NO.
CEN13023
FILE PATH
J:JOB\CEN13023\ENT
U KAVV N 1:3 Y
JAK
REVIEWED BY
MP
DATE
SEPTEMBER 2014
REV:
0 C
I
I
NORTH
0 200' 400' 600'
1
1 � �P!!!!!!!!!!!!!!!!!!!!! %iiiiiii
GRAPHIC SCALE
A PRELIMINARY PLAT FOR
THE VILLAGES
OF HURRICANE
CREEK
ANNA, COLLIN COUNTY, TX
CURRENT ZONING:'AG','PD 55-2003','PD 2001-18'
PROPOSED ZON ING:'PD' RESIDENTIAL
654 RESIDENTIAL LOTS
20 PRIVATE OPEN SPACE LOTS
2 PUBLIC OPEN SPACE LOTS (PARKS)
1 FIRE STATION (± 2.22 ACRES)
1 AMENITY CENTER (± 2.25 ACRES)
BEING A ±368.2 ACRE TRACT OF LAND SITUATED
IN THE FOLLOWING COLLIN COUNTY, TX SURVEYS:
JOSEPH BOYLE SURVEY, ABSTRACT NUMBER 105
JOHN COFFMAN SURVEY, ABSTRACT NUMBER 197
J. M. KINCADE SURVEY, ABSTRACT NUMBER 509
J. W. MITCHEL SURVEY, ABSTRACT NUMBER 565
W. RATTAN SURVEY, ABSTRACT NUMBER 752
T. RATTAN SURVEY, ABSTRACT NUMBER 785
AND BEING ALL OF A CALLED 262.41 ACRE TRACT AS
DESCRIBED BY DEED TO VILLAGES OF HURRICANE
CREEK, LP RECORDED IN VOL. 5430, PG 9864
AND BEING PART OF A CALLED 114.252 ACRE TRACT
AS DESCRIBED BY DEED TO DON COLLINS, ET AL
RECORDED IN VOL 5257, PG 4877, COLLIN COUNTY, TX
SHEET NO. 1 OF 3
.