HomeMy WebLinkAbout1997 01 08 Transmittal - R-97-04City of Sebastian
1225 MAIN STREET ❑ SEBASTIAN, FLORIDA 32958
TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570
SUBJECT: Collier Creek Preliminary)
Platt Approval. )
Approval for Submittal By: )
City ManagerttJAAO)1— -
EXPENDITURE
REQUIRED:
Agenda Number:
Dept. Origin: Community Dev. AV—
(RM)"'
Date Submitted : 1/8/97
For agenda Of: 1/15197
Exhibits:
1. Preliminary Plat
2. Staff Report
3. Resolution R-97-4
AMOUNT
BUDEGETED:
SUMMARY STATEMENT
APPROPRIATION
REQUIRED:
Mr. Harold Adams has applied for the approval of the preliminary plat for the Collier
Creek Estates Subdivision. The Planning and Zoning Commission review this project
and has recommended conditional approval of the preliminary plat. A copy of the staff
report is attached.
RECOMMENDED ACTION
Approval Resolution R-97-4
Community Development Department
Preliminary Plat Approval Application -Staff Report
1. Project Name: Collier Creek Estates
2. Requested Action: approval of preliminary plat
3. Project Location
a. Address:
b. Legal: A replat of a portion of the plat of Sebastian Highlands, Unit 16,
as recorded in plat book 8, pages 45, 45A through 45-J, Public Records
of Indian River County, Florida, being bounded as follows:
On the north and east by the boundary line of said plat of Sebastian
Highlands, Unit 16; on the west by a portion of the west boundary line of
said plat of Sebastian Highlands, Unit 16 and the easterly right-of-way
line of Harbor Waterway, shown on said plat of Sebastian Highlands,
Unit 16 and on the south by the north right-of-way line of Englar Avenue
shown on said plat of Sebastian Highlands, Unit 16.
Less and except:
Lots 2 through 7, block 531 and lots 1 through 5, block 532, shown on
said plat of Sebastian Highlands, Unit 16.
Said land situated, lying and being in the City of Sebastian, Indian River
County Florida.
On the west side of the parcel is the Collier Waterway and on the east
and approximately 150' north of Englar Avenue there are two drainage
rights-of-way. These have been dedicated to the public in the current
plat. The face of the plat provides that whenever discontinued by law,
title to the center line of the streets, thoroughfares, waterways and
drainage right-of-ways set forth on said plat, shall revert to the respective
fee simple owners of the lands abutting the same.
The City has used the waterway as well as the southern drainage right-
of-way.
ightof-way. Therefore, they have been accepted by the City. The eastern
drainage right-of-way, except for the southern -215 feet, has not been
used by the City and, therefore, can be assumed to have not been
accepted by the City. The plat as proposed shows a 65 foot drainage
easement replacing the southern drainage right-of-way and a 15 foot
4.
5.
6.
7.
8.
drainage and maintenance easement replacing the portion of the
waterway adjacent to the properly. Procedurally, it is proposed that this
be accomplished by the city granting a quit claim deed to the right-of-way
and waterway in question in return for the easements. This procedure
must be confirmed by the City Attorney. The eastern drainage right-of-
way
ightof-
way would disappear due to the fact the City never claimed it, except for
the southern 150 feet, which would remain a drainage right-of-way.
c. Indian River County Parcel Number:
Project Owner: Atlantic Gulf Communities
2601 S. Bayshore Drive
Miami, FL 33133-5461
Project Agent: H. D. Adams Enterprises, Inc.
P. O. Box 1047
Sebastian, FL 32958
561-589-0790
Project Engineer: Mosby and Associates, Inc.
245514th Avenue
Vero Beach, FL 32960
531-569-0035
Project Attorney:
Project Description
a. Narrative of proposed action: The applicant has proposed a replat
of a portion of Sebastian Highlands Unit 16. The replat will result in
fewer and larger lots. The stormwater management system will be
brought up to1996 standards.
An important factor in the review of this subdivision replat is the
settlement agreement between the City and GDC, dated January, 1992.
That agreement provides that in the uncompleted portions of units 16
and 17, GDC and its successors shall have the absolute right to develop
the remaining portion in accordance with the subdivision standards in
effect at the time the units were plated. The City agreed to impose no
higher or different standard even if the said units are replatted.
However, if the replat is for other than relocating or widening roads or to
relocate stormwater drainage, the developer shall be obligated to
conform to all other applicable current standards.
This project involves a replat in which the road right-of-ways are widen
and the drainage is relocated. Therefor, the review is based on the
position that the City can not impose a higher standard. The applicant
has voluntarily met some of the current standards. In order to provided
the Commission a clear understanding of what portions of the project
01/09/97 2
comply with current standards and which one don't, the standard staff
review is presented.
Another factor in the review is the approval process. Most community
have a three step process for the approval of a plat - preliminary,
construction and final. Sebastian has only two steps, the preliminary
and construction phase are combined into one. The new procedures for
the LDC will recommend the three step process. The applicant has
requested, and the staff concurs, that the approval of Collier Creek
Estates be accomplished as a three step process. This can be
accomplished by making the approval of the construction related items a
condition of the approval of the preliminary phase.
b. Current Zoning: RS -10, there is a small parcel of PS within the
project
C. Adjacent Properties
Zoning
Current Land Use Future Land Use
North:
RS -10
vacant
LDR
East:
RS -10
vacant
LDR
South:
RS -10
vacant
LDR
West:
RS -10
vacant
LDR
"0
Site Characteristics
(1) Total Acreage: 156.39 acres
(2) Current Land Use(s): vacant
(3) Soil: Chobee loamy fine sand
Eau Gallie fine sand
Immokalee fine sand
Myakka fine sand
Oldsmar fine sand
Riveria fine sand
Pineda fine sand
Pomello sand
Malabar fine sand
Myakka fine sand, depressional
Holopaw fine sand
(4) Vegetation:
pine flatwoods
(5) Flood Hazard: Zone X - areas of 500 -year flood, areas of
100 -year with average depths of less than
1 foot or with drainage areas less than 1
01/09/97 3
9.
square mile; and areas protected by levees
from 100 year flood.
Zone X - areas determined to be outside
500 -year flood plain
(6) Water Service: none
(7) Sanitary Sewer Service: none
(8) Parks: The parcels range from 3,600 feet to 4,000 feet
from the Barber Street Sports complex
(9) Police/Fire: The parcels range from 3,600 feet to 4,000 feet
from the Barber Street fire station. They are 2 to
2.5 miles south of the Police Station
Comprehensive Plan Consistency
a. Future Land Use: consistent; the proposed density is consistent with
the Low Density Residential designation on the
future land use map. The developer/owner will be
responsible for managing stormwater runoff as
required by Policy 1-3.6.4.
b. Traffic Circulation: consistent; the proposed roads are consistent with
the planned road improvements. Specifically, the
extension of Easy Street from C.R. 512 to
Schumann Drive is partial accomplished by this
project (Policy 2-1.3.3.). The extension of
Flemming Street east is consistent with the
proposed east west extension of Vocelle Avenue
as shown on Map II -1.
C. Housing: consistent
d. Public Facilities: consistent; the comprehensive plan allows the use
of septic tanks if the Indian River County Public
Health Unit renders a finding that the site and
facility design is in compliance with State and local
regulations governing the same (Policy 4-1.3.1.).
e.
The proposed development will correct an existing
deficiency in the existing plat consistent with the
requirements of Policy 4-2.1.4.
Coastal Management: Wetlands' boundaries established by St.
Johns River Water Management District.
01/09/97 4
If. Conservation: A design and management plan for the
wetland/littoral zone is required. (Policy 6-1.2.1:
Water Quality, Surface Water Management and
Land Use. Land development regulations shall
incorporate the following performance standards in
order to protect the quality of the City's water
resources and to conform with policies of the
Hutchinson Island Planning and Resource
Management Plan:
b. A vegetated and functional littoral zone shall
be established as part of the surface water
management system of lakes occurring on all
property. Prior to construction of the surface
water management system for any phase of
a project, the developer shall prepare a
design and management plan for the
wetiand/littoral zone that will be developed as
part of these systems. The plan should:
Include typical cross sections of the
surface water management system
showing the average water elevation
and the -3 foot contour (i.e., below
average elevation);
ii. Specify how vegetation is to be
established within this zone, including
the extent, method, type and timing of
any planting to be provided; and
iii. Provide a description of any management
procedures to be followed in order to
assure the continued viability and health
of the littoral zone. The littoral zone as
established should consist entirely of
native vegetation and should be
maintained permanently as part of the
water management system. As a
minimum, 10 square feet of vegetated
littoral zone per linear foot of lake
shoreline should be established as part of
the surface water management
system.....)
01/09/97 5
It is recommended that the design and management
plan to meet the requirements of this policy be
determined by the St. Johns River Water
Management District permit.
The development is required to connect to the Indian
River County wastewater system (Policy 6-1.2.3).
The staff recommends that a central wastewater
system not be required pursuant to Policy 4-1.3.1
of the Comprehensive Plan. That policy states
that the use of on-site wastewater treatment
systems shall be limited to conditions including the
use of septic tanks systems for new development
shall be restricted to sites on which the Indian
River County Public Health Unit renders a finding
that the site and facility design is in compliance
with State and local regulation governing the
same.
Verification is needed as to the jurisdictional
boundaries of the wetlands located on the site
(Policy 6-1.4.1.). The legal description of each
conservation easement has been provided.
Identification of who the conservation easement is
dedicated to is required. This has been provided.
Policy 6-1.4.1 provides that no development shall
be permitted in wetlands other than approved
passive recreation, open space, restricted
accessway, bird sanctuary, natural stormwater
retention/detention, natural preserve, or similar
approved uses pursuant to the City's Flood Prone
Land and Wetland Preservation Ordinance, §20A -
10.2(G), LDC. That section of the LDC provides
that an applicant may request a waiver of the
provisions of that section be granted by the
planning and zoning commission for small isolated
marginal wetlands for which the developer shall
provide viable compensatory preserve areas which
mitigate against a loss of viable wetlands systems.
The planning and zoning commission shall
consider the recommendations of the city engineer
prior to taking action on such a request and shall
grant the same only in the case of an overriding
public interest. Provide such a request including
justification for the wavier and why the granting of
the request is in the overriding public interest.
01/09/97 6
Based on the settlement agreement, this
requirement can not be imposed. However, the
intent of the policy is met. The applicant is
providing for mitigation for the loss of any wetlands
as a requirement of the permit from the St. Johns
River Water Management District.
g. Recreation and Open Space: Policy 7-1.1.3. requires a mandatory
dedication of land for parks and
recreation or fees in lieu thereof.
Again, the settlement agreement
prohibits the imposition of this
standard. However, assuming that
the settlement agreement provided
lands to the City as partial
compensation for the need for park
land and the fact that this replat will
significantly reduce the demand for
recreational land, the intent of the
policy is met.
h. Intergovernmental coordination: N/A
10. Contents of Preliminary Plat:
a. name of subdivision: Collier Creek Estates
b. vicinity sketch: provided
C. legal description including section, township and range:
A replat of a portion of the plat of Sebastian Highlands, Unit 16, as
recorded in plat book 8, pages 45, 45A through 45-J, Public Records of
Indian River County, Florida, being bounded as follows:
On the north and east by the boundary line of said plat of Sebastian
Highlands, Unit 16; on the west by a portion of the west boundary line of
said plat of Sebastian Highlands, Unit 16 and the easterly right-of-way
line of Harbor Waterway, shown on said plat of Sebastian Highlands,
Unit 16 and on the south by the north right-of-way line of Englar Avenue
shown on said plat of Sebastian Highlands, Unit 16.
Less and except:
Lots 2 through 7, block 531 and lots 1 through 5, block 532, shown on
said plat of Sebastian Highlands, Unit 16.
Said land situated, lying and being in the City of Sebastian, Indian River
County Florida.
01/09/97 7
d. north arrow graphic scale: provided on all sheets
e. date of preparation: June, 1996
f. name, address, and telephone of applicant:
H. D. Adams Enterprises, Inc.
P. O. Box 1047
Sebastian, FL 32958
561-589-0790
g. name, address, and telephone of owner of record:
Atlantic Gulf Communities
2601 S. Bayshore Drive
Miami, FL 33133-5461
h. name, address, and telephone of mortgage holder: none
L statement that they will join in the dedication: N/A
j. name, address, and registration number of engineer:
Mosby and Associates, Inc.
245514 th Avenue
Vero Beach, FL 32960
531-569-0035
k. name, address, and registration number of surveyor:
James A. Fowler
9297 th Avenue
P. O. Box 1677
Vero Beach, FL 32961
561-562-4744
I. name of adjacent subdivisions, if any, including plat book and page
number reference: provided
m. names of owners of record of adjacent acreage: provided
n. contour map including a perimeter strip up to 150 feet in width.
provided
o. all existing watercourses, drainage ditches and bodies of water,
marshes, and other significant, natural or man-made features:
provided
01/09/97 8
o. name, aliment and width of all existing and proposed streets, alleys,
rights-of-way or easements including name, right-of-way width,
street or pavement width and established center line elevations:
provided
q. all existing and proposed property lines, easements and right-of-
ways, their purpose, their effect on the property to be subdivided,
and the proposed layout of lots and blocks:
Lot Block Comment
4 H is the intersection of the southwest corner of lot 4, the
southeast corner of lot 5 and the northeast corner of
lot 6 a common point? If so, then the PP needs to be
amended to reflect that; if not then the HCP sheet 4 or
13 needs to be amended to reflect that and the
distances of both the west property line of lot 4 and
the east property line of lot 5 need to be given, the
bearing of the south property line is needed.
Sec. 20A -17.2.G., LDC, requires the minimum width of a lot fronting a
cul-de-sac to be measured from the side boundary to the side boundary
along the chord of the front set back. Several lot do not meet this
requirement. However, the intend of this section of the code appears to
be related to small lots, not the half acre plus sized lots proposed here.
The applicant has proposed an eighty foot wide front setbacks on those
lots which do not meet the code. These setbacks will be noted on the
plat.
r. access points to collector and arterial streets showing compliance
to the access requirements: complies
S. all existing drainage district facilities and the ultimate right-of-way
requirements: N/A
t. utilities such as telephone, power, water, sewer, gas, etc., on or
adjacent to the tract: no utility information provided
U. a statement that all utilities are available and have been coordinated
with all required utilities: no statement provided
V. sites proposed for parks, recreational areas and schools: none
W. location of all temporary structures or permanent structures having
a temporary use: none shown
X. if borders public water, delineate the mean high water line: not
provided, to be provided during construction review
01/09/97 9
Y_ plan for stabilizing shoreline with natural vegetative cover or other
environmentally sensitive manner acceptable to DER and the city:
not provided, to be provided during construction review
Z. permanent reference monuments shall be shown at all block
comers, at all points of reverse or compound curvature, and at all
points of tangency occurring with block limiting lines: provided
aa. block perimeter returns at block comers or other block line
intersection:
11. Required Supplemental Information
a. existing land use policy and proposed policy changes:
Existing future land use designation: LDR and INS. Those portions of
the plat that are shown as INS are not within the residential use areas.
Existing zoning is RS -10, with a small portion PS.
b. on-site wastewater disposal data: HRS letter attached (attachment A).
C. surface water management plan: The applicant has provided a
surface water management plan. The data provided with the plan show
a wet season groundwater table ranging from 20.2 feet to 21.7 feet in
the wetland mitigation areas. Most of the inverts for the culverts are
lower than that. Many of the culverts have invert set below the dry
season groundwater table.
Need copies of materials submitted to SJRWMD and SJRWMD
comments. Please identify the source for the rainfall amount used in the
calculations.
The drainage and maintenance easements around each lake and the
waterways shall be level or have a slope no steeper than 8:1. The
drainage and maintenance easements providing access to each lake
shall be capable of allowing heavy equipment to access the lakes. (20A-
10.2.H.6.n., LDC)
Describe how stormwater that flows into, through, or from the adjacent
property to the east is addressed. (20A-10.2.H.7.r., LDC)
For each lot within the flood hazard zone, a site must be provided that is
suitable for the construction of a residential building in compliance with
the City's land development code and code of ordinances. Identify
which lots will be filled and to what extent to meet this requirement. (20A-
10.2.H.7.k.(I)., LDC)
Provide the ten-year flood elevation and certify that all road elevations
are at or above that elevation. Within the ten year flood plain, certify that
01/09/97 10
the elevation of the regulatory flood will not be increased (20A-
10.2.H.7.m.(I)., LDC)
Provide the entire drainage basin for the project, including the property
to the east. Soil borings at 400' spacing s to a depth of six feet shall be
provided. (20A-10.2.H.8.a., LDC)
Provide the results of the required percolation tests. (20A-10.2.H.8.c.,
LDC)
Provide certification from a professional engineer that the soils are
suitable for the proposed development and provide a plan for the
removal and replacement of unsatisfactory soils. (20A-10.2.H.8.g., LDC)
What was the depth of the borings within the lakes? (20A-10.2.H.8.h.,
LDC)
Provide a description of the manner in which the stormwater
management system is to be maintained, indicating who or what entity
shall be responsible and by what method the responsibility shall be
created and documented. (20A-10.2.H.8.i., LDC) The dedication of the
maintenance obligations to the individual property owners is not
acceptable.
All of this information is to be provided durina construction review
d. traffic impact analysis: Projected 24 hour traffic generation is 1880
trips. This is significantly less than the 4270 projected with the existing
plat. Therefore it is recommended that a traffic impact study should not
be required.
e. required park land and/or facility improvements: not provided,
2.3124 acres is required (20A -17.1.H., LDC). Again, the settlement
agreement prohibits the imposition of this standard. However, assuming
that the settlement agreement provided lands to the City as partial
compensation for the need for park land and the fact that this replat will
significantly reduce the demand for recreational land, the intent of the
policy is met.
f. required potable water improvements: not provided. Required by
Objective 4-2.1c and Policy 4-2.1c.1 of the comprehensive plan and
20A-17.1.0., LDC. Again, the settlement agreement prohibits the
imposition of this standard. The staff recommends that the applicant be
required to disclose to future purchaser of land in this project that the
County has the right and ability to implement a water line assessment in
the subdivision.
g. required wastewater improvements: not provided. The staff
recommends that a central wastewater system not be required pursuant
01/09/97 11
to Policy 4-1.3.1 of the Comprehensive Plan. The policy states that the
use of on-site wastewater treatment systems shall be limited to
conditions including the use of septic tanks systems for new
development shall be restricted to sites on which the Indian River County
Public Health Unit renders a finding that the site and facility design is in
compliance with State and local regulation governing the same.
h. erosion and sedimentation control improvements: provided
L reference to required improvements
L access: provided
ii. alleys: NIA
iii. blocks: Easy Street between Flemming and Becker Court,
Easy Street between Holden Avenue and Charles Avenue, and Holden
Avenue between Charles Avenue and Easy Street exceeds the block
length of 1,320 feet requirement. It is not clear to the staff the purpose
of this requirement. The size of the project, lot size and the wetland
mitigation makes this requirement impractical. The settlement
agreement prohibits the imposition of this standard.
iv. bridges: The crossing on Harbour Waterway shall be
sufficient to meet the requirements of the City's Master Stormwater Plan.
V. comprehensive stormwater management system: (see above
comments 11 c)
vi. easements:
The drainage easements and stormwater management tracts
do not included the city as required in the event that the city
must take over maintenance in the future. The dedication is
not acceptable, must be to a homeowners association, not
the individual property owners.
Both drawings show a 15 foot drainage and maintenance
easement along the waterways. A twenty foot wide easement
should be required
vii. lots: dimensions provided
The code requires all lots shall be cleared and graded compatible
for drainage as prescribed in the stormwater management plan
for the subdivision (20A-17.1 D., LDC). It is proposed that the
clearing and grading be done at the time of construction of the
house. However, to minimize truck traffic transporting fill, no fill
should leave the site from the excavation of the lakes.
01/09/97 12
seawalls, bulkheads, piers and docks: No seawalls.
soils: Three boring were completed in the location of the lakes.
streets:
streets adjoining unsubdivided land: Flemming provides
access to adjacent unsubdivided land and meets the
requirements of a collector street.
curvilinear street design: The proposed streets generally are
curvilinear in design.
impact of major thoroughfare plan: The extension of
Easy Street and Flemming Street is consistent with the Traffic
Circulation Element of the comprehensive plan.
traffic analysis: not provided
street right-of-way characteristics: consistent
dead-end streets (cul-de-sacs): provided
construction in muck or clay areas: A soil boring is
required to show that the crossing of Easy Street south of
wetland WI -5 does not cross muck. If it does, a plan for
construction shall be submitted for approval by the planning and
zoning commission. A plan for construction is required for the
wetland WL3 crossing. These are to be provided during
construction review
street grades:
intersections of local streets: provided
marginal access streets: N/A
local streets: Through traffic is discouraged.
railroads on or abutting subdivisions: N/A
half streets: N/A
street names:
alignment, tangent, deflection, radii: Flemming Street west
of Arega Street and west of Banks Court/Barbara Court, the point
of curvature is closer than 100' as prohibited by the code.
01/09/97 13
However, the radius of the curve is very large and meets the
intent of the code.
street markers: provided
sidewalks: not provided, the applicant has agree to require, at
the time of house construction, the builder to install on the right-
of-way adjacent to the lot, a sidewalk on the south side of
Flemming Street and on the east side of Easy Street.
street lights: required (20A -17.1.N., LDC), the applicant has
agreed to the installation of lights.
A bicycle/pedestrian paths:. N/A
A. off-street parking areas: To be provided at time of house
construction.
xiii. utilities: Utilities shall be installed underground (20A -
17.2.M., LDC, however since the proposed development is a
significant improvement over the present plat, the staff
recommends that this requirement be waived.
xiv. utility installation: N/A.
xv. central water system: not provided. A central water
distribution system shall be provided (20A-17.1.0., LDC),
providing fire protection facilities (20A -17.1.F., LDC), and meeting
the requirements of 20A-17.2.0., LDC) The settlement
agreement prohibits the imposition of this standard. The staff
recommends that the applicant be required to disclose that the
County has the right and ability to implement a water line
assessment in the subdivision.
xvi. central wastewater system: not provided. A central wastewater
collection system shall be provided (20A -17.1.J., LDC), meeting
the requirements of (20A -17.2.P., LDC). The staff recommends
that a central wastewater system not be required pursuant to
Policy 4-1.3.1 of the Comprehensive Plan. The policy states that
the use of on-site wastewater treatment systems shall be limited
to conditions including the use of septic tanks systems for new
development shall be restricted to sites on which the Indian River
County Public Health Unit renders a finding that the site and
facility design is in compliance with State and local regulation
governing the same.
xvii. individual sewage systems: N/A
xviii. water and sewage treatment and processing plants: N/A
01/09/97 14
Ax. median strips and entranceways: N/A
XX. traffic control devices: provided
xxi. monuments: provided
xxii. commercial and industrial subdivisions: N/A
xxiii. mobile home subdivisions: N/A
j. schedule of multiple phases: Seven phases are proposed. The
phasing plan is not acceptable. The first phase will result in a cul-de-
sacs of an unacceptable length. Flemming Street and Easy Street
should be connected in the first phase. Phase III will also result in cul-
de-sacs of unacceptable length. Easy Street must be completed in a
early phase. Phasing shall also provided for wetland mitigation at least
at the same time the impact occurs.
The staff recommends that the first four phases of the project be
accepted with temporary cul-de-sacs. The remaining phase should be
determined at a future date and be approved by the Planning and
Zoning Commission. The intent of the later phases is to extend Easy
Street immediately.
12. Fees: paid
13. City Engineer's review: To be done at during the review of the construction
documents
14. City Attorney's review: To be done at final plat
15. Other Matters: The southeastern most tract is to remain as a drainage
right-of-way.
16. Analysis: Most community have a three step process for the approval of a
plat - preliminary, construction and final. Sebastian has only two
steps, the preliminary and construction phase are combined into
one. The new procedures for the LDC will recommend the three
step process. The applicant has requested and the staff concurs
that the approval of Collier Creek Estates be accomplished as a
three step process. This can be accomplished by making the
approval of the construction related items a condition of the
approval of the preliminary phase.
Of the outstanding issues discussed above the following can be
considered construction related: 9.f. (the design and
management plan for the wetlands/littoral zone), 10.x., 10.y.,
01/09/97 15
11.c.,11.i.iv., 11.i.v., 11.i.x (construction in muck or clay areas),
15.13.1 E., F., G., H., J., K., L., and M.
All of the other issues have been addressed except for the
following:
10.t. - the applicant has not provided any information on utilities
10.u. - the applicant has not provided a statement that utilities are
available and have been coordinated
11.i.vi. - the drainage and maintenance easements along the
waterways need to be increase to 20 ft.
15.C. - the match lines on sheets 3 and 4 of 13 do not match
15.1., 15.0., 15.P. - the procedure to transfer of the water way
property and drainage right-of-way must be determined, then the
necessary easements will have to be identified.
17. Conclusion: The proposed preliminary plat for Collier Creek Estates is
consistent with the comprehensive plan and the land
development code as modified by the Settlement Agreement
between the City and GDC.
18 Recommendation: It is recommended to the City Council that the proposed
preliminary plat for Collier Creek Estates be approved
subject to the following conditions:
1. The construction documents must be approved by
the Community Development Director with input
from the appropriate staff. The construction
documents must be in substantial compliance with
the preliminary plat. After taking action, the
Community Development Director shall report to
the Planning and Zoning Commission at the next
meeting of the Planning and Zoning Commission.
Appeals of the Community Development Directors
actions may be made to the Planning and Zoning
Commission.
2. The procedure to transfer the water way property
and drainage right-of-way shall be determined prior
to the approval of any construction.
3. A twenty foot drainage and maintenance
easement shall be provided along the waterways.
01/09/97 16
4. The dedication of the drainage easements and
stormwater tracts must be to the homeowners
association and not the individual property owners.
The dedication shall also include a provision giving
the City the right to access these easements in the
event the homeowner association fails to maintain
the system.
5. The proposed drainage easement parallel to
Englar Avenue as well as the drainage and
maintenance easements along the waterways shall
be dedicated to the City.
6. Approve the first four phases of the project as
proposed with temporary cul-de-sacs. The
remaining phases should be determined at a future
date and be approved by the Planning and Zoning
Commission. The intent of the later phases is to
extend Easy Street immediately.
7. The southeastern most tract shall remain a
drainage right-of-way and the plat so noted.
8. That the sheets 3 and 4 of 13 be corrected to fix
match line.
Y1�M 19] ,
PREPARqD BY DAT
01/09/97 17