HomeMy WebLinkAboutR-2004-091 VA-18-04 Griffin Lakes RESOLUTION NO. 2004-091
A RESOLUTION OF THE CITY OF DANIA BEACH, APPROVING A
VARIANCE FOR WALL SIGN AS SUBMITTED BY SHELLEY EICHNER
OF CALVIN GIORDANO AND ASSOCIATES REPRESENTING MKN
INVESTORS, LLC, FROM CHAPTER 28, ZONING, SECTION 29.10
PERVIOUS AREA REQUIREMENTS, AND CHAPTER 26, VEGETATION,
SECTION 26-53(H), FOR PROPERTY GENERALLY LOCATED AT THE
"VILLAS AT HARBOR ISLES" ON THE WEST SIDE OF RAVENSWOOD
ROAD AT GULFSTREAM WAY, DANIA BEACH; PROVIDING FOR
CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the Dania Beach Code of Ordinances, Chapter 28, Section 29, sets the
pervious area requirements for the City of Dania Beach; and
WHEREAS, the Dania Beach Code of Ordinances, Chapter 26, Vegetation, Section 26-
53(H), sets the irrigation coverage requirements for the City of Dania Beach; and
WHEREAS, Shelley Eichner of Calvin Giordano and Associates representing MKN
Investment, LLC, has applied for a variance (VA-18-04) as follows:
1) To allow 37% pervious area in order to allow the installation of rear yard/court yard
patios for up to 427 townhouse units. Chapter 28,Zoning, Section 29.10 Pervious Area
• Requirements, requires that 40 percent of the land area remains pervious.
2) To waive the requirement for 100%irrigation coverage requirement by allowing individual
backyard and courtyard areas to be non-irrigated. Chapter 26, Vegetation, Section 26-
53(h). Plant material and installation requirements state that all irrigation systems shall
be designed to have a minimum of one hundred (100) percent coverage with a one
hundred (100) percent overlap.
WHEREAS, the Planning & Zoning Board on April 21, 2004, recommended that the City
Commission:
1) Grant the variance request to allow 37% pervious area; (Chapter 28, Zoning)
2) Deny the variance request to waive the 100%irrigation coverage; (Chapter 26,Vegetation)
based upon the criteria set forth in Section 10.13 of Article 10, of Chapter 28, Zoning, of
the Code of Ordinances of the City of Dania Beach;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF
DANIA BEACH, FLORIDA:
Section 1. That that certain application VA-18-04, for a variance as described above (from
requirements in Chapter 28, Zoning and Chapter 26, Vegetation), a copy of which is attached as
1 RESOLUTION NO. 2004- 091
Exhibit "A" is approved, subject to the following conditions:
1) Rear courtyard paver patios must have permeable bases; and
2) The 100 percent irrigation coverage requirement is waived by allowing individual backyard
and courtyard areas to be non-irrigated,with a requirement by association documents to be
individually irrigated.
Section 2 .That all resolutions or parts of resolutions in conflict with this resolution are
repealed to the extent of such conflict.
Section 3.That this resolution shall be in force and take effect immediately upon its passage
and adoption.
PASSED AND ADOPTED THIS 12T" DAY OF MAY, 2004.
C. K.-MCELYOA
MAYOR—COMMISSIONER
ATTEST: ROLL CALL:
Q COMMISSIONER ANTON -YES
Paz,"L COMMISSIONER CHUNN -YES
LOUISE STILSON COMMISSIONER FLURY- YES
CITY CLERK VICE-MAYOR MIKES -YES
MAYOR MCELYEA - YES
APPROVED AST OORND CORRECTNESS:
By:
THOMAS N BRO
CITY AT ORNEY
2 RESOLUTION NO. 2004-091
AGENDA REQUEST FORM
CITY OF DANIA BEACH
AGENDA ITEM NO. •
1. DATE OF COMMISSION MEETING: MAY 12, 2004
2. DESCRIPTION OF AGENDA ITEM: PUBLIC HEARINGS—VA-18-04 VARIANCE REQUEST
3. COMMISSION ACTION BEING REQUESTED: ADOPT RESOLUTION
4. SUMMARY EXPLANATION & BACKGROUND:
Request by Shelly Eichner, on behalf of Calvin Giordano & Associates, Inc. for property located on
the west side of Ravenswood Road at Gulfstream Way (Griffin Lakes). Variance request as follows:
• To allow 37% pervious area in order to allow the installation of rear yard/court yard patios for
up to 427 townhouse units.
• To waive the requirement for 100% irrigation coverage requirement by allowing individual
back yard and courtyard areas to be non-irrigated.
5. ATTACHED EXHIBITS AND ADDITIONAL BACKUP MATERIALS (PLEASE LIST):
Staff Report
Resolution
• Flood Routing Calculations
Site Data Table
Variance Application
Public Hearing Notice/ Location Map
Mailing List
6. FOR PURCHASING REQUESTS ONLY: Dept: Amount: $
7. REVIEWED AND APPROVED FOR ADDITION ON AGENDA:
Planning and Zoning Advisory Board recommended approval at their April 21, 2004 regular
meeting.
Submitted by:
Laurence G. Leeds,AICP, Director Date May 4,2004
Community Development Department
City Manager Date
CITY OF DANIA BEACH
DEPARTMENT OF COMMUNITY DEVELOPMENT
MEMORANDUM
DATE: May 12, 2004
TO: Ivan Pato, City Manager
FROM: Laurence Leeds, AICP, Director C
Corinne Church, AICP, Principal Planner
SUBJECT: VA-18-04: Request by Calvin Giordano & Associates; Shelly
Eichner, on behalf of MKN Investment, LLC., for a variance to
waive the pervious area and irrigation requirements for
Harbor Isles Town homes (formerly Griffin Lakes Mobile Home
Park) located on the south side of Griffin Road west of
Ravenswood Road.
Variance:
1) 37% pervious area (40% required) in order to allow the installation of rear
yard/court yard patios for up to 427 townhouse units.
2) Waive the 100% irrigation coverage requirement by allowing individual back yard
and courtyard areas to non-irrigated.
On May 28, 2002 the City Commission approved a site plan for this project which
included 427 townhouses. Construction on this project is ongoing.
Pervious Area Variance: The applicant wishes to have the option to construct brick
paver patios in the back yard of linear townhouse units and in the courtyards of the
back-to-back townhouse units. Assuming all 427 unit owners avail themselves of the
patio option, total pervious over the 34 acre site would be reduced by 1.07 acres. This
reduces pervious area to 37.5% (40% is required by City Code as was indicated on the
approved site plan).
Staff directed the applicant to obtain confirmation from the Public Services Director that
reducing pervious area from 40% to 37 1/2 % will have no impact to the flood routing
and storage of the drainage system. Staff is still waiting for the applicant to complete
this task.
Irrigation Variance: Chapter 26, Vegetation, Section 26-53(h) requires all
irrigation systems to provide 100% coverage for all landscape areas. This includes any
and all landscaping within a condominium development.
The applicant seeks to eliminate the irrigation system in the back yards of the linear
town homes and in the courtyards of the back-to-back town homes. The applicant
states that requiring irrigation in those areas will deprive the homeowner of enjoying
their personal outdoor space at their leisure since the times of irrigation would be
controlled by the master association.
The back yards and courtyards of each unit are designed for personal use by individual
unit owners. However; if unit owners do not manually water these areas on a regular
basis, the sod and plants will die. Applicant indicates that unit owners who do not
maintain their personal outdoor areas will be subject to sanctions by the master
association.
Although the courtyards and back yards are under the control of individual unit
owners, the City still has an interest in assuring the maintenance of these areas,
which collectively equal nearly two acres of the site. Also, individual unit owners will
be able to lease units continuously (subject to conditions) pursuant to the
condominium documents. Although this is a condominium, it is likely that a
minimum percentage of the 427 units will be occupied by renters. Under these
Mcircumstances, staff cannot support the irrigation variance.
STAFF RECOMMENDATION
Pervious Area Variance: Approval, subject to a determination by the Public Services
Director that the increased pervious area will have no added impact to the overall flood
routing and storage.
Irrigation Variance: Denial.
PLANNING AND ZONING ADVISORY BOARD
On April 21, 2004 the Planning and Zoning Advisory Board recommended the following:
Pervious Area Variance: Approval, subject to a determination by the Public Services
Director that the increased pervious area will have no added impact to the overall flood
routing and storage.
Irrigation Variance: Denial.
® :n Calvin, Giordano & Associates, Inc.
M Engineers • Surveyors • Planners
April 21, 2004
Mr. Fernando A. Vazquez, RE
Director, Public Services
City of Dania Beach
100 West Dania Beach Boulevard
Dania Beach, Florida 33004
Re: Griffin Lakes - Proposed Patios and Courtyards
CGA Project No. 01-2220
Dear Fernando;
The developer of Griffin Lakes, AKA Harbor Isles, has asked us to look at
a ing-a-- x --patio-i-n the-backyard--of all-the linear units within this
project and all the court yard areas within, back to back units. To
accommodate this request by the developer, Mr. Leeds has asked us to
provide you with new calculations to assure that water management for this
project is not adversely affected by the addition of impervious areas.
The total area for the patios and courtyards is 1.07 acres. We have revised
the permitted flood routing calculations to include the additional 1.07-acres
of impervious area. Attached for your review and approval are the existing
as well as the revised calculations. Summaries of the land use break down
and flood stages for various design storms are provided in the table below.
Land Use Description Permitted Area Revised Patio
AC Area AC
Building Pads 7,93 7.93
Road and Parking 8,54 8.54
Sidewalk 3.43 3.43
Patio/Courtyard 0.00 1.07
Reply Lake (vertical) 3.25 3.25
1800 Eller Drive,Suite 600 Lake (linear) 2,02 2.02
Fort Lauderdale,Fl.33316 Landscape 7.86 6.79
Phone:954.921.7781
Fax:954.921.8807 Park(vertical) 0.27 0.27
Park (linear) 0.32 0.32
El 560 Village Blvd.,suite 340 Total 33.62 33.62
West Palm Beach,FL 33409
lone:561.684.61 GI
561.684.6360
twr.calin-giordlno.com
Page 2
April 21,2004
Water Quality Stage 2.98 ft-NGVD 3.07 ft-NGVD
10-Year I-Day Flood Stage 6.53 ft-NGVD 6.57 ft-NGVD
25-Year 3-Day Flood Stage 7.41 ft-NGVD 7.38 ft-NGVD
100-Year 3-Day Flood Stage 7.98 ft-NGVD - 7.94 ft-NGVD
The result of the flood routing shows that the patios would have.virtually no impact on
the water management. for this project and we request that you approve the construction
of these patios. We appreciate if you could provide Mr. Leeds a letter of no objection
allowing us to go to the commission for approval.
Thank you and if you have any questions, please do not hesitate to call.
Sincerely,
OCIATES, INC.
a ,
As
SH/jm .
Enclosures
cc: Larry Leeds, City of Dania Beach
Jim Carr, Westbrook Homes
PAProjects\2001\012220 Griffin Lakes\Correspondance\Letters\SH-042104-fernando drainage mod for patios-court yard.doc
w in
Calvin,Giordano$Associates.Inc
Engineers Surveyors Planners
• SOUTH FLORIDA WATER MANAGEMENT DISTRICT
FLOOD ROUTING CALCULATIONS
Project Name: Griffin Lakes - No Seawalls. No lake 3. Designed: G.J.H.
Project Number:, 01-2220 Checked: S.H.
Date: 07-15-02
I. Site Data
A. Acreage
1. Total 33.62 ac
2. Impervious
a. Buildings (F) 7.93 ac
b. Road & Parking 8.54 ac
c. Sidewalk 3.43 ac
d. NA 0.00 ac
Total Impervious 19.90 ac
3. Water management
a. Lake 3.25 ac
Total lake 3.25 ac
b. Lake 1 2.02 ac
c. NA 0.00 ac
d. NA 0.00 ac
------ - - - --- ---- -Total retention/detention-- - - 2.02 ac -
4. Pervious
a. Landscape 7.86 ac
® b. Park v 0.27 ac
c. Park 1 0.32 ac
d. NA 0.00 ac
Total Pervious 8.45 ac
B. Minimum elevations
1. Roads and Parking 6.00 ft-NGVD
2. Finished Floor 8.00 ft-NGVD
C. Allowable discharge
1. For the SFWMD ?? Canal 0.00 CSM
2. Allowable discharge for this project 0.00 CFS
D. Water level Elevation
1. Wet season water table 2.00 ft-NGVD
2, Control elevation 2.00 ft-NGVD
3. Receiving body water level 2.00 ft-NGVD
E. Rainfall amounts
1. Road crown (1 0-year) 9.50 inches
2. Design Storm (25-year to be adjusted to a 72 hour storm) 10.80 inches
3. Finish Floor(100-year to be adjusted to a 72 hour storm) 14.50 inches
012220-Lake modificatgion-071502-SFWMD 1 6 4/21/2004-4:25 PM
Project Name: Griffin Lakes-No Seawalls. No lake 3. Designed: G.J.H.
Project Number: 01-2220 Checked: S.H.
II. Design Criteria.
A. Quality
1. If a wet detention system is proposed, then provide for whichever is greater of:
a. The first inch of runoff from the entire site, or
b. The amount of 2.5 inches times the percentage of imperviousness.
2. If discharging directly into sensitive receiving waters, then at least 0.5 inch of
dry detention or retention pretreatment might have to be provided.
3. A detention system shall be designed to discharge not more 0.5 inch of detained
volume per day.
B. Quantity
1. The allowable Peak discharge:
a. Allowable discharge 0.00 CFS
(based on the 25-year 72-hour storm event)
b. Finished floors are designed to be no lower than 8.00 ft-NGVD
c. Road crowns and parking areas are desired to be
no lower than 6.00 ft-NGVD
111. Computations
1. Compute the first inch of runoff from the developed project
• = 1 in X total area X (1ft/12in)
2.80 ac-ft for the first inch of runoff
2. Compute 2.5 inches times the percentage of imperviousness
a. Site area for water quality pervious/impervious calculations only:
= Total project-(water surface+ roof)
= 22.44 ac of site area for water quality pervious/impervious
b. Impervious area for water quality pervious/impervious calculation only:
_ (site area for water quality pervious/impervious) - pervious
11.97 ac if impervious area for water quality pervious/impervious
c. Percentage of imperviousness for water quality:
_ (Impervious area for water quality/site area for water quality) 100%
= 53.34 % impervious
d. For 2.5 inches times the percentage impervious:
= 2.5 X percent impervious
1.33 inches to be treated
e. Compute volume required for water quality detention:
= Inches to be treated X (total site- Lake)
3.38 ac-ft for the 2.5 inches times the percentage imperviousness
3. Since the 3.38 ac-ft for the 2.5 inches times the percer is greater than the
2.80 ac-ft for the first inch of runoff
3.38 ac-ft controls
012220-Lake modificatgion-071502-SFWMD 2-6 4/21/2004-4:25 PM
Project Name: Griffin Lakes- No Seawalls. No lake 3. Designed: G.J.H.
Project Number: 01-2220 Checked: S.H.
4. Pretreatment
• a. If the project discharges directly to a sensitive receiving body and is over 40%
impervious, or the project is zoned commercial or industrial, then 0.5 inches of
dry retention or detention pretreatment must be provided
b. Compute 0.5 inch of pretreatment
= 0.5 in X (total area-lakes)
1.27 ac-ft required for pretreatment
c. Compute resulting required lake volume:
= Total required detention- pretreatment
2.11 ac-ft required lake volume
B. SCS Curve Number
1. The wet season water/control elevation and the control elevation 2.00 ft-NGVD
2. Average site finished grade
Land use Area-A ac Grade-G ft A X G
Buildings (F) 7.93 8.00 63.44
Road & Parking 8.54 6.55 55.94
Sidewalk 3.43 7.00 24.01
NA 0.00 0.00 0.00
Lake 3.25 2.00 6.50
Lake I 2.02 5.00 10.10
NA 0.00 0.00 0.00
NA 0.00 0.00 0.00
Landscape 7.86 6.50 5109--
Park v 0.27 4.00 1.08
Park I 0,32 6.00 1.92
NA 0.00 0.00 0.00
Total 33.62 214.08
Weighted Site Grade 6.37 ft-NGVD
3. Average depth to water table will be
= Average site grade-average water table/control elevation
4.37 ft
4. Soil type Flatwoods
5. From the soil storage calculation sheet, inches of moisture stored under the pervious
areas for this type of soil is: 6.75 inches
6. Compute available soil storage
= Storage available X pervious area
= 5.89 ac-ft available soil storage onsite
7. Convert available soil storage to site-wide moisture storage, S
= Available soil storage onsite/site area
= 2.10 inches of site-wide storage, S
6. SCS Curve Number, CN
= 1000/(S+10)
83 SCS Curve Number
012220-Lake modificatgion-071502-SFWMD 3-6 4/21/2004-4:25 PM
Project Name: Griffin Lakes- No Seawalls. No lake 3. Designed: G.J.H.
Project Number: 01-2220 Checked: S.H.
C. Project surface storage
1. Assum tions
Land Use Start End Area
Buildings (F) 8.00 8.00 7.93
Road & Parking 6.00 7.10 8.54
Sidewalk 6.55 7.50 3.43
NA 0.00 0.00 0.00
Lake 2.00 2.00 3.25
Lake 1 2.00 7.50 2.02
NA 0.00 0.00 0.00
NA 0.00 0.00 0.00
Landscape 6.50 7.50 7.86
Park v 4.00 4.00 0.27
Park 1 4.00 7.50 0.32
NA 0.00 0.00 0.00
2. For stage-storage curve data, please refer to stage-storage sheet attached.
3. For stage-storage curve, please refer to stage-storage sheet attached.
D. Control Structure weir crest elevation
1. Set the weir crest high enough to store the required water quality volume:
3.38 ac-ft
_ 2. From the stage-storage table,-the weir crest should be set at:
2.98 ft-NGVD, see table below
Storage ac-ft Stage ft
1.67 2.50
3.38 2.98
3.43 3.00
E. Control structure weir crest length
1. Runoff from the design storm 25-year 72-hour storm
a. Rainfall amount for a three-day event
= 1-day rainfall X 1.359
14.68 inch rainfall in three days
b. Runoff in inches (Q)
_ [P-(0.2XS)]^2/[P+(0.8XS)]
12.42 inch of runoff from the 25-year 3-day storm
c. Runoff Volume
= Inches of runoff X Site area
= 34.81 ac-ft runoff volume
2. The zero-discharge stage corresponding to the volume of runoff is
7.41 ft-NGVD, see table below
Storage ac-ft Stage ft
27.29 7.00
34.81 7.41
36.47 7.50
012220-Lake modificatg1on-071502-SFWMD 4-6 4/21/2004-4:25 PM
Project Name: Griffin Lakes - No Seawalls. No lake 3. Designed: G.J.H.
Project Number: 01-2220 Checked: S.H.
3. The Maximum design head
= 25=year zero-discharge elevation -weir crest elevation
4.43 feet
4. Compute weir length, L
= Q/(cXH'.5)
0.00 feet, weir length
L= weir length, inches
Q= design discharge, CFS
H= design head on weir, ft
c= Weir coefficient, (3.13)
F. Size the control structure detention discharge.
1. Criteria
a. A V-notch is desirable
b. A triangular or circular orifice maybe necessary
c. Size the weir(or orifice)to discharge no more than 0.5 inch of the detention
volume per 24 hours.
2. Volume to be discharged in the first 24 hours is 0.5 inch of the required detention
= 0.5 X(Total area - Lakes )
1.27 ac-ft
3. Design head
= Weir crest elevation -control elevation
0.98
ee------ ---
4. Compute V-notch angle, 0
= 2 (tan-' (0.492V)/H2.5)
= 66 degrees
(Minimum acceptable V-notch invert angle is 20 degrees)
OR
5. Compute diameter for a circular orifice, d
_ {[(4XQ)/(cXII )]2}/(2XgXH )
= 1.36 inches
d= Orifice diameter, inches
Q= design discharge, US
H= design head on weir, ft
c= Orifice coefficient, (0.60)
0
012220-Lake moditicatgion-071502-SFWMD 5-6 4/21/2004-4:25 PM
Project Name: Griffin Lakes- No Seawalls. No lake 3. Designed: G.J.H.
Project Number: 01-2220 Checked: S.H.
IV. Check storm stages
A. Minimum Road Crown elevation
1. The rainfall of the 10-year 1-day storm
9.50 inches
2. Inches of runoff, Q
_ [P- (0.2XS)]^2/ [P +(0.8XS)]
7.37 inch of runoff from the 10-year 1-day storm
3. Runoff Volume
= Inches of runoff X Site area
= 20.66 ac-ft runoff volume
4. The zero-discharge stage corresponding to the volume of runoff is
6.53 feet, see table below
Storage ac-ft Stage ft
20.27 6.50
20.66 6.53
27.29 7.00
B. Minimum Finished Floor Elevation
1. The rainfall of the 100-year 1-day storm
= 1-day rainfall X 1.359
- - - - - - 19.71-___inch rainfall-in three days -
2. Inches of runoff, Q
[P-(0.2XS)]^2/[P + (0.8XS)]
• = 17.39 inch of runoff from the 10-year 1-day storm
3. Runoff Volume
= Inches of runoff X Site area
= 48.72 ac-ft runoff volume
4. The zero-discharge stage corresponding to the volume of runoff is
= 7.98 feet, see table below
Storage ac-ft Stage ft
36.47 7.50
48.72 7.98
49.32 8.00
V. SUMMARY
Water Quality stage 2.98 ft-NGVD
10- ear 1-day flood stage* 6.53 ft-NGVD
25- ear 3-day flood stage* 7.41 ft-NGVD
100-year 3-day flood stage* 7.98 ft-NGVD
012220-Lake modificatgion-071502-SFWMD 6-6 4/21/2004-4:25 PM
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Calvin,Giordano&Associates, Inc
Engineers Surveyors Planners
• SOUTH FLORIDA WATER MANAGEMENT DISTRICT
FLOOD ROUTING CALCULATIONS
Project Name: Griffin Lakes - Revised to include Patios (10'X10')& Court Yards Designed: I G.J.H.
Project Number: 01-2220 Checked: S.H.
Date: Revised April 21, 2004 (03-10-04) (07-15-02)
I. Site Data
A. Acreage
1. Total 33.62 ac
2. Impervious 62.37%
a. Buildings(F) 7.93 ac
b. Road & Parking 8.54 ac
c. Sidewalk 3.43 ac
d. Patio/Court Yard 1.07 ac
Total Impervious 20.97 ac
3. Water management
a. Lake 3.25 ac
Total lake 3.25 ac
b. Lake I 2.02 ac
c. NA 0.00 ac
d. NA 0.00 ac
Total retention/detention - - 2.02 ac- -
4. Pervious 37.63%
a. Landscape 6.79 ac
b. Park v 0.27 ac
c. Park 1 0.32 ac
d. NA 0.00 ac
Total Pervious 7.38 ac
B. Minimum elevations
1. Roads and Parking 6.00 ft-NGVD
2. Finished Floor 8.00 ft-NGVD
C. Allowable discharge
1. For the SFWMD ?? Canal 0.00 CSM
2. Allowable discharge for this project 0.00 CFS
D. Water level Elevation
1. Wet season water table 2.00 ft-NGVD
2. Control elevation 2.00 ft-NGVD
3. Receiving body water level 2.00 ft-NGVD
E. Rainfall amounts
1. Road crown (1 0-year) 9.50 inches
2. Design Storm (25-year to be adjusted to a 72 hour storm) 10.80 inches
3. Finish Floor(100-year to be adjusted to a 72 hour storm) 14.50 inches
012220-Patio court yard modification-042104-SFWMD 1 -6 4/21/2004-4:31 PM
Project Name: Griffin Lakes - Revised to include Patios (10'X10') & Court Yards Designed: G.J.H.
Project Number: 01-2220 Checked: S.H.
II. Design Criteria
A. Quality
1. If a wet detention system is proposed, then provide for whichever is greater of:
a. The first inch of runoff from the entire site,or
b. The amount of 2.5 inches times the percentage of imperviousness.
2. If discharging directly into sensitive receiving waters, then at least 0.5 inch of
dry detention or retention pretreatment might have to be provided.
3. A detention system shall be designed to discharge not more 0.5 inch of detained
volume per day.
B. Quantity
1. The allowable Peak discharge:
a. Allowable discharge 0.00 CFS
(based on the 25-year 72-hour storm event)
b. Finished floors are designed to be no lower than 8.00 ft-NGVD
c. Road crowns and parking areas are desired to be
no lower than 6.00 ft-NGVD
III. Computations
---- A.--- Qua tty___ -- --- ------ --------- --- - -- -- _ ---- _ _ _
1. Compute the first inch of runoff from the developed project
• = 1 in X total area X (1ft/12in)
2.80 ac-ft for the first inch of runoff
2. Compute 2.5 inches times the percentage of imperviousness
a. Site area for water quality pervious/impervious calculations only:
= Total project- (water surface + roof)
= 22.44 ac of site area for water quality pervious/impervious
b. Impervious area for water quality pervious/impervious calculation only:
_ (site area for water quality pervious/impervious)- pervious
13.04 ac if impervious area for water quality pervious/impervious
c. Percentage of imperviousness for water quality:
= (Impervious area for water quality/site area for water quality) 100%
= 58.11 % impervious
d. For 2.5 inches times the percentage impervious:
= 2.5 X percent impervious
1.45 inches to be treated
e. Compute volume required for water quality detention:
= Inches to be treated X (total site- Lake)
3.68 ac-ft for the 2.5 inches times the percentage imperviousness
3. Since the 3.68 ac-ft for the 2.5 inches times the percer is greater than the
2.80 ac-ft for the first inch of runoff
3.68 ac-ft controls
•
012220-Patio court yard modification-042104-SFWMD 2-6 4/21/2004-4:31 PM
Project Name: Griffin Lakes - Revised to include Patios (10'X10') & Court Yards Designed: G.J.H.
Project Number: 01-2220 Checked: S.H.
4. Pretreatment
• a. If the project discharges directly to a sensitive receiving body and is over 40%
impervious, or the project is zoned commercial or industrial, then 0.5 inches of
dry retention or detention pretreatment must be provided
b. Compute 0.5 inch of pretreatment
= 0.5 in X (total area-lakes)
= 1.27 ac-ft required for pretreatment
c. Compute resulting required lake volume:
= Total required detention- pretreatment
2.41 ac-ft required lake volume
B. SCS Curve Number
1. The wet season water/control elevation and the control elevation 2.00 ft-NGVD
2. Average site finished grade
Land use Area-A ac Grade-G ft A L211
Buildings (F) 7.93 8.00 63.44
Road & Parking 8.54 6.55 55.94
Sidewalk 3.43 7.00 24.01
Patio/Court Yard 1.07 7.40 7.92
Lake 3.25 2.00 6.50
Lake I 2.02 5.00 10.10
NA 0.00 0.00 0.00
NA 0.00 0.00 0.00
Landscape 6.79 6.50 44.14
Park v 0.27 4.00 1.08
Park 1 0.32 6.00 1.92
NA 0.00 0.00 0.00
Total 33.62 215.04
Weighted Site Grade 6.40 ft-NGVD
3. Average depth to water table will be
= Average site grade-average water table/control elevation
4.40 ft
4. Soil type Flatwoods
5. From the soil storage calculation sheet, inches of moisture stored under the pervious
areas for this type of soil is: 6.75 inches
6. Compute available soil storage
= Storage available X pervious area
5.29 ac-ft available soil storage onsite
7. Convert available soil storage to site-wide moisture storage, S
= Available soil storage onsite/site area
1.89 inches of site-wide storage, S
6. SCS Curve Number, CN
= 1000/(S+10)
84 SCS Curve Number
012220-Patio court yard modification-042104-SFWMD 3-6 4/21/2004-4:31 PM
Project Name: Griffin Lakes - Revised to include Patios (10'X10')& Court Yards Designed: F G.J.H.
Project Number: 01-2220 Checked: S.H.
C. Project surface storage
• 1. Assumptions
Land Use Start End Area
Buildings (F) 8.00 8.00 7.93
Road & Parking 6.00 7.10 8.54
Sidewalk 6.55 7.50 3.43
Patio/Court Yard 7.50 7.30 1.07
Lake 2.00 2.00 3.25
Lake I 2.00 7.50 2.02
NA 0.00 0.00 0.00
NA 0.00 0.00 0.00
Landscape 6.50 7.50 6.79
Park v 4.00 4.00 0.27
Park 1 4.00 7.50 0.32
NA 0.00 0.00 0.00
2. For stage-storage curve data, please refer to stage-storage sheet attached.
3. For stage-storage curve, please refer to stage-storage sheet attached.
D. Control Structure weir crest elevation
1. Set the weir crest high enough to store the required water quality volume:
3.68 ac-ft
2. From-the stage-storage table,_the weir-crest_should beset at:_
3.07 ft-NGVD, see table below
Storage ac-ft Stage ft
• 3.43 3.00
3.68 3.07
5.29 3.50
E. Control structure weir crest length
1. Runoff from the design storm 25-year 72-hour storm
a. Rainfall amount for a three-day event
= 1-day rainfall X 1.359
14.68 inch rainfall in three days
b. Runoff in inches (Q)
_ [P- (0.2XS)]^2/[P +(0.8XS)]
12.63 inch of runoff from the 25-year 3-day storm
c. Runoff Volume
= Inches of runoff X Site area
35.39 ac-ft runoff volume
2. The zero-discharge stage corresponding to the volume of runoff is
= 7.38 ft-NGVD, see table below
Storage ac-ft Sta a ft
27.16 7.00
35.39 7.38
38.11 7.50
012220-Patio_court yard modification-042104-SFWMD 4-6 4/21/2004-4:31 PM
Project Name: Griffin Lakes - Revised to include Patios (10'X10') & Court Yards Designed: G.J.H.
Project Number: 01-2220 Checked: I S.H.
3. The Maximum design head
= 25-year zero-discharge elevation -weir crest elevation
4.31 feet
4. Compute weir length, L
= Q/ (cXH'.5)
= 0.00 feet, weir length
L= weir length, inches
Q= design discharge, CFS
H= design head on weir,ft
c= Weir coefficient, (3.13)
F. Size the control structure detention discharge.
1. Criteria
a. A V-notch is desirable
b. A triangular or circular orifice may be necessary
c. Size the weir(or orifice)to discharge no more than 0.5 inch of the detention
volume per 24 hours.
2. Volume to be discharged in the first 24 hours is 0.5 inch of the required detention
= 0.5 X (Total area-Lakes )
1.27 ac-ft
3. Design head
= Weir crest elevation-control elevation
-_ - -
07
4. Compute V-notch angle, 0
= 2(tan-' (0.492V)/H1.5)
= 56 degrees
(Minimum acceptable V-notch invert angle is 20 degrees)
OR
5. Compute diameter for a circular orifice, d
_ ([(4XQ)/( cXII )]2}/(2XgXH )
1.26 inches
d= Orifice diameter, inches
Q= design discharge, CFS
H= design head on weir, ft
c= Orifice coefficient, (0.60)
012220-Patio_court yard modification-042104-SFWMD 5-6 4/21/2004-4:31 PM
Project Name: Griffin Lakes - Revised to include Patios (10'X10') &Court Yards Designed: G.J.H.
Project Number: 01-2220 Checked: S.H.
IV. Check storm stages
A. Minimum Road Crown elevation
1. The rainfall of the 10-year 1-day storm
9.50 inches
2. Inches of runoff, Q
_ [P- (0.2XS)]12/[P + (0.8XS)]
7.56 inch of runoff from the 10-year 1-day storm
3. Runoff Volume
= Inches of runoff X Site area
= 21.18 ac-ft runoff volume
4. The zero-discharge stage corresponding to the volume of runoff is
6.57 feet, see table below
Stora a ac-ft Sta a ft
20.27 6.50
21.18 6.57
27.16 7.00
B. Minimum Finished Floor Elevation
1. The rainfall of the 100-year 1-day storm
= 1-day rainfall X 1.359
=----19:71---inch-rainfall-in-three days
2. Inches of runoff, Q
_ [P- (0.2XS)]^2/[P + (0.8XS)]
= 17.61 inch of runoff from the 10-year 1-day storm
3. Runoff Volume
= Inches of runoff X Site area
= 49.33 ac-ft runoff volume
4. The zero-discharge stage corresponding to the volume of runoff is
7.94 feet, see table below
Stora a ac-ft Stage ft
38.11 7.50
49.33 7.94
50.96 8.00
V. SUMMARY
Water Quality stage 3.07 ft-NGVD
10- ear I-day flood stage * 6.57 ft-NGVD
25- ear 3-day flood stage * 7.38 ft-NGVD
100-year 3-day flood stage* 7.94 ft-NGVD
012220-Patio court yard modification-042104-SFW MD 6-6 4/21/2004-4:31 PM
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04/13/2004 16:58 FAX CALVIN GIORDANO 0 001
r lit
Protect 01-2220
Y 4/13/2004
Griffin lakes laf I l
Preliminary Penriousllmparvious Calculations
SITE�A� E
Proposed Zoning: RM
Proposed Use: TOWNHOUSE
Total Number of Units; 427 Unns = 12 Units per Acre
Unit Breakdown•
Back to Back Unit*:
(1)- 12 Unit Bldg
(18)• 10 Unit Bldg
Total Back to Back Units= 192 Units
Linear Units:
(1)-4 Unit Bldg
(5)-5 Unit Bldg
(11)•6 Unft Bldg
(20)-7 Unit Bldg
Total Linear Units a 235 Units
Parldng R ulrements:
Total PaMng Required otal Units X 2. a 939.4
Parking PMddgdo, Bel Spaces
(including 4 HC Spam)-------- ---
Area Calculations:
Gross Area 1,549,865 Sq Ft 35.58 Acre
(Area calculated to CL of ad)
PropeFty Area= f ,586 Sq Ft 33.52 Acre
(Area calculated to Property Line)
Updated Areas:
Estimated Dedicated RW= 80 LF 4,263 Sq Ft
(T-0'For Grtffln Road)
Net Propenty Area m 1,460,323 Sq Ft 33.52 Acre
(Subtract IOedkaled RW from Property Area)
Total Building Area c 344,314 Sq Ft 7.90 Acre 7.90 Acre
(Area Calculated to Roof Una)
Patti Area for Linear Unite 0.54 Acre
Cou Area for Bade to Bade MY 0.53 Acre
Total Vehicular use Area= 371,968 Sq Ft 8.54 Acre 6.64 Acre
(Area of Roads and Parking)
Total Sidewalk Aroa= 149.347 Sq Ft 3.43 Acre 3.43 Acre
(Area of Sidewalks&Pool deck)
Non Pervious= 885,629 Sq Ft 19.87 Acre 59.28% 20.94 Acre 02.48%
(Sum of 6vildng,3idewaik&Vehicular Use Areas) (Percentage based on
Non Pervious Area
divided by Net Area)
Pervious= 594,694 SQ Ft 13.65 ACM 40.72% 12.58 Acre 37,54%
(Subtract Non Pwvlous from Net Area) Pervious Area divided
• by Net Area)
City of Dania Beach, Florida
• I A Departrment of Community Development
Planning and Zoning Division
(954) 924-3645
General Development Application
❑ Assignment of Flex/Reserve Units MAR 16 20()4
❑ Land Use Amendment
❑ Plat
❑ Plat Delegation Request
❑ Rezoning Date Rec'd:
❑ Site Plan
❑ Special Exception Petition No.: b�-
❑ Special Request
❑ Trafficway Waiver
. Varlance
❑ Vacation Request
❑ Other:
AN ORIGINAL NOTARIZED APPLICATION, COMPLETELY FILED OUT, INCLUDING ALL
NECESSARY_DOCUMENTS,__IS---REQUIRED-__BEFORE-.-THIS---APPLICATION-.-WILL--BE._
ACCEPTED. IMPORTANT., THE APPLICANT OR THEIR AUTHORIZED LEGAL AGENT
MUST BE PRESENT AT ALL PLANNING AND ZONING BOARD AND CITY COMMISSION
MEETINGS.
REFER TO THE ""APPLICATION TYPE" AND "REQUIRED DOCUMENTATION-
CHECKLIST TO DETERMINE THE SUPPLEMENTAL DOCUMENTS REQUIRED WITH
EACH APPLICATION.
Location Address: t,f 1116f &_(;4a tiC 6 J�ej' &S W oc� I-CW _ ay, G"(-�S-kf w)
Lot(s): Block: Subdivision:
Recorded Plat Name:
Folio Number(s): � 'f� 1/ 3 a J 9 D Legal Description: 6,�r F� �
d, k. -1 a , P oQ eS 26 ov7aLIJ
�' 7
Applican Consultan egal Representative (circle one) C I6tn J —cS 11e- L �Chl1�
Address of Applicant: J?C)o Eller fi 6u0 F+ Lau
d L 3 l6
Business Telephone: 77?/ Home: Fax:
Name of Property Owner: ft)k N _Mn IL IQS�120e4t
Address of Property Owner: _/.r6 n s . �I X r� r. Zo q Cn(-01 Cia(�f'eS r—L' :?3I5I6
• Business Telephone: Home: Fax:
Explanation of Request: So t KX'ffn r h,9(A
Prop. Net Acreage: 3 3 Gross Acreage: 3 Prop. Square Footage:
Existing Use: (-Md of C A-3M LAMA o,� Proposed Use: to wC- �a C,me$
Is property owned individually, by a corporation, or a joint venture?
APPLICANT, CONSULTANT, OR LEGAL REPRESENTATIVE NOTARIZED SIGNATURE
Sworn to and subscribed before me Applicant/Co ultant/ epresentative:
This day of gfLAA 20 Y
Signature: � C
Date: 31/S/ Oy
k Pa l r'— 1 cblhe✓
i Name of Notary Public (Print Name)
S to of( �`�o,LcO/--)
/'OUA6 anntf7e, 46?m
Print Name of Notary Street Address, City, State and Zip Code
---------------
m n Expires:
LOUANNCUNNINAM! Telephone No. &Fax No.
wM Pubbo-S1ate of Fb*b
M7 Comm.Expires Feb 20,2=
Commis"0DD276137 0 // etood
?erS /1
INDIVIDUAL OWNER NOTARIZED SIGNATURE:
This is to certify that I am the fee simple owner of subject lands described above and that I have
authorized (Applicant/Consultant/Representative) �'� F'c to
make and file the aforesaid application.
Sworn to and
subscribed before me wner:
This /.5 day of /0 200�
Sign
Date:
Ti Ca � ✓
i NamerofNotaidryPublic (Print Name)
S to of( &4VI )
/OyAf► eVf1n(17604M—
Print Name of Notary Street Address, City, State and Zip Code
I�
Co
Se •'".►� p''%, Telephone No. &Fax No.
s LOt1ANNCUNNINGHAi4!
Notary PublIc-State of Florida
MY Comm.Expires Feb 20,2M
�3°.�� Commission S OD278137
• 1. Variance from Section 29.10—Impervious land area requirements
Request to add a 10'x10' patio in the backyards of all the linear units.
The total area for the patios is 0.54 acres or 100 square feet for 235 units (23,500 square
feet). The permitted flood routing calculations have been revised to include the
additional 0.54 acres of impervious area. The result of the analysis shows that the patios
would have virtually no impact on the water management for the project.
The Griffin Lakes development includes two different types of townhomes—courtyard
style units and traditional linear units. The courtyard units have patio areas as part of
their units. The only opportunity for the linear units to have a patio area is in the rear of
the structure. The patio area for the linear units were not originally contemplated as part
of the original site plan design. However, a patio is a desirable additional option for
buyers.
Section 29.10 of the code requires that forty(40)percent of the land area remain pervious
to effectively provide for the drainage of stormwater. This section allows the city
commission to permit a variation from the impervious standards where it is demonstrated
that there are no negative effects from the increase in impervious area.
2. Variance from Section 26-53(h)—Irrigation
Request is to waive the requirement for one hundred(100)percent irrigation coverage.
The rear yards of the townhome units are considered limited common areas. Requiring
irrigation in those areas may deprive the homeowner of enjoying their rear yard at their
leisure since the times of irrigation would be controlled by the master association.
Additionally, should any owner wish to construct a rear patio, the irrigation lines would
have to be relocated at considerable added expense.
I ,y R 1 6 2004
•
P:\Projects\2001\012220 Griffin Lakes\Planning\griffin lakes variance.doc
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CORRECTIVE'NO
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CHANCE IN PUBLIC HEARING DATE
CITY OF DANIA BEACH: VA-18-04
(GRIFFIN LAKESMARBOR ISLES VARIANCE)
NOTICE IS HEREBY GIVEN that a public hearing will be held before the City Commission on
WEDNESDAY MAY 12, 2004, at 7:00 p.m., or as soon thereafter as possible, in the Dania Beach
City Commission Chambers, Dania Beach Administrative Center, 100 West Dania Beach Blvd.,
Dania Beach, Florida 33004, for the purpose of hearing any comments which might be made to
the following request:
Applicant: Shelley Eichner, Calvin Giordanno and Associates
Property Owner: MKN Investments, LLC. — 1560 S Dixie Hwy., #209 Coral Gables, FL
Location: Griffin Lakes Townhome Site - West side of Ravenswood Road at
Gulfstream Road
VA-18-04 -Variance request as follows:
1) To allow 37% pervious area in order to allow the installation of rear yard/court yard
patios for up to 427 townhouse units. Chapter 28, Zoning, Section 29.10 Pervious
Area Requirements, requires that 40 percent of the land area remain pervious.
2) To waive the requirement for 100% irrigation coverage requirement by allowing
individual back yard and courtyard areas to be non-irrigated. Chapter 26,
Vegetation, Section 26-53(h). Plant material and installation requirements state that
• all irrigation systems shall be designed to have a minimum of one hundred (100)
percent coverage with a one hundred (100) percent overlap.
Legal Description - Griffin Lakes Plat, Plat Book 172, Page 96, A Replat of a Portion of Tracts
3, 4, 5 and 6 Block 1 in the Northeast one-quarter (NE %) of Section 32, Township 50, Range
42 East according to the Plat of Sections 28, 29, 31 and 32, T. 50 S., R 42 E., Dade County
Fla. as Recorded in Plat Book 2, Page 32, of the Public Records of Dade County Florida lying
in the City of Dania Beach, Broward County, Florida.
Copies of the proposed request is available for viewing in the Community Development
Department, 100 West Dania Beach Blvd., Dania Beach, Florida between the hours of 8:00
a.m. and 4:00 p.m., Monday — Friday please call (954) 924-3645 for more information.
Interested parties may appear at the public hearing and be heard with respect to the proposed
petition.
In accordance with the Americans With Disabilities Act, persons needing assistance to
participate in any of these proceedings should contact Louise Stilson, City Clerk, 100 W.
Dania Beach Blvd, Dania Beach, FL 33004, (954) 924-3622, at least 48 hours prior to
meeting.
Any person who decides to appeal any decision made by the City Commission with regard to
any matter considered at this meeting or hearing will need a record of the proceedings and for
such purpose may need to ensure that a verbatim record of the proceedings is made, which
record includes the testimony and evidence upon which the appeal is to based.
Lou Ann Cunningham
Planning Associate Mailed May 4, 2004
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