Windward
Community Development District

Workshop Meeting

Wednesday	Four Seasons Clubhouse
December 18, 2024	7813 Four Seasons Blvd.
11:00 AM	Kissimmee, FL

Call to Order
Roll Call
Board Member Roles and Introductions
Q & A on Roles/ Responsibilities
HOA Updates and Requests
Engineering Items
Review of Property Map
Traffic Calming
Summary of All Property Transitions
Status on Completion of Projects from CDD
Status of Well
Counsel Items
Shared Maintenance with Mystic Dunes
Discussions with HOA on Verge Maintenance
Maintenance Items
Prince & Sons Updates
Management Items
Future Reserve
Water Usage
Guardhouse Responsibilities
Adjournment

Section V

Section A

Maintenance Entity	Area (AC)

CDD Maintenance Responsibility
Windward CDD	N

June 07, 2023
P & B Job No.:

18-021

2602 E. Livingston St. Orlando, Florida 32803- 407.487.2594

www.poulosandbennett.com
Certificate of Authorization No. 28567

Exhibit A

MYSTIC DUNES PD/DRI BOUNDARY

CDD BOUNDARY

Conservation Tract

GENERAL LEGEND

PD Boundary CDD Boundary Drainage Easement Utility Easement
Conservation Buffer

CDD Stormwater Tract

Private

CDD Open Space

CDD Roads / Utility

Future Public & Private Uses Within CDD
Windward CDD	N

November 21, 2016
P & B Job No.: 15-114

2602 E. Livingston St. Orlando, Florida 32803- 407.487.2594

www.poulosandbennett.com Certificate of Authorization No. 28567

Exhibit 6

Conservation Tract

MYSTIC DUNES PD/DRI BOUNDARY

Conservation Tract
GENERAL LEGEND

PD Boundary
Parcel H & I Boundary Upland Buffer

CDD Stormwater Tract

Parcel H & I BOUNDARY

Private

CDD Open Space CDD Roads / Utilitiy

Conservation Tract

Future Public & Private Uses Within Parcels H & I
Windward CDD - Expansion Area	N

May 18, 2020
P & B Job No.: 15-114

2602 E. Livingston St. Orlando, Florida 32803- 407.487.2594

www.poulosandbennett.com Certificate of Authorization No. 28567

EXHIBIT 6 - Future General Distribution, Location and Extent

1	2	3	
N: 1445259.63
E: 465815.28
TE: 100.50
INV: 97.00 (24" RCP) NW		E: 465785.85	

D27

F

E

Match Line

4	5		6	7	8	9	
N: 1445287.70
E: 465838.16		'A'	110.2 'A'				

For Cont. See Sheet C4.06

19.2' D.E.
MIAMI CURB 5' TRANSITION TO MIAMI CURB

8.8' D.E.

D26

TRACT OS-P

N
C4.21

TRACT OS-Q
TYPE 'F' CURB D25

35' D.E. D33

TRACT OS-P

97.9

PROPOSED RIP RAP
SEE DETAIL THIS SHEET

REMOVE EXISTING RIP RAP 35' D.E.

31' CHAINLINK/FENCE IN
COMPLIANCE WITH FDOT FOR ANY WALL HEIGHT 30" OR GREATER INDEX 151-070 FROM STA 211+55.38 TO STA 211+86.69

Key Map:

C4.02 C4.01

F

Consultant:

E

C4.04

C4.03

C4.06

M
C4.21

WL-5 WETLAND NCL:98.58
10YR/24HR: 99.59
10YR/72HR: 100.18
D	100YR/24HR: 100.55	D
100YR/72HR: 101.36

WETLAND BUFFER SIGN (TYP.).
SEE SHEET C4.50.

Project Name:
FOUR SEASONS AT ORLANDO PHASES 3C, 3D & 4B

C

25' AVG/15'MIN

240' CHAINLINK/FENCE IN COMPLIANCE WITH FDOT FOR ANY WALL HEIGHT 30" OR GREATER INDEX 151-070 FROM STA
204+98.29 TO STA 207+54.47

TOP: 103.0
BOT: 103.0
TOP: 103.5
BOT: 100.5

106.2
1.5%

TYPE 'F' CURB

TRACT A-1

C
PS 18-00030
SDP 19-0158

WETLAND BUFFER

5' TRANSITION TO MIAMI CURB
TOP: 103.4
BOT: 98.4

TOP: 103.2
BOT: 98.0

TYPE 'F' CURB

106.1

MIAMI CURB

6" (IN.) CONCRETE SIDEWALK AND APRON ALONG EMERGENCY ACCESS

Jurisdiction:
OSCEOLA COUNTY, FL
Sheet Title:
GRADING & DRAINAGE PLAN

B

103.7

416
106.7 'B'

104.7

417
106.7 'B'

105.7

418
106.9 'B'

419

R

106.9 'B'

420
107.4 'B'

421
107.4 'B'

422
107.9 'B'

423
107.9 'B'

POND 4B WET POND NCL: 101.5
10YR/24HR: 103.48
10YR/72HR: 104.09
100YR/24HR: 104.29
100YR/72HR: 104.49

April 6, 2021

EX D32B

278' RETAINING WALL WITH
HEIGHT VARIES

TOP: 102.8
BOT: 98.9
TOP: 102.8
BOT: 99.9
TOP: 102.7
BOT: 102.7

TOP: 103.1
BOT: 98.9

I
C4.21

TRACT OS-O

PHASE LINE (TYP.)

EX D31
TYPE '4' C.I.
N: 1444419.12

Sheet No.:

B

CHRISTINA M. BAXTER
P.E. NO. 0067547

Seal:

C4.05

104.8

E: 466190.49
TE: 105.37
INV: 98.99 (15'' RCP) W
INV: 100.90 (15'' RCP) SE

CN=Christina M Baxter, OU=A01410C0000017140C75B0400000199,

DATE:

O=Unaffiliated, C=US 2021.04.06 12:51:14-04'00'

This item has been electronically signed and sealed by Christina M. Baxter on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

LP 103.86

404
108.0 'A'

405
108.0 'A'

406
108.5 'A'

407
108.5 'A'

408
109.0 'A'

409
109.0 'A'

410
109.0 'A'

411
109.0 'A'

412
108.8 'A'

413
108.8 'A'

414
108.6 'A'

415
108.6 'A'

391
108.7 'A'

390

107.7

EX D30
TYPE '4' C.I.
N: 1444398.87
E: 466219.65
TE: 105.37
INV: 101.04 (15'' RCP) NW
INV: 101.04 (15" RCP) N

RIP RAP DETAIL

N.T.S

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567

1	2	3	4	5	6	7	8	9

1	2	3	4	5	6	7	8	9

Key Map:

115

110

R/W
TRACT W-5
VARIES
(15' MIN/25' AVG)

VARIES
5'

115

110

R/W TRACT
W-5

11'	2'
SOD

12'

12'

2'	6'

VARIES 10'
S/W

R/W

F

105

UPLAND BUFFER

HANDRAIL/FENCE IN COMPLIANCE

105

EXISTING GRADE

2%	2%

4:1 (MAX)

1.5%

1.5%	1.5%	F

100

WITH FBC FOR ANY WALL
HEIGHT 30" OR GREATER

100

4:1 (MAX)

CHAINLINK/FENCE IN COMPLIANCE WITH FBC FOR ANY WALL HEIGHT 30" OR GREATER

4:1 (MAX)

Consultant:

95
E	90

EXISTING GRADE
DOUBLE SILT FENCE MATCH EXISTING GRADE

4:1 (MAX)
RETAINING WALL 0'-5'
(PERMITTED SEPERATELY)

RETAINING WALL 0'-5'
95		(PERMITTED SEPERATELY) MATCH EXISTING GRADE
DOUBLE SILT FENCE
90

MATCH EXISTING GRADE
EXISTING GRADE

E

Typical Grading Section
H	1" = 5'

Typical Grading Section
I	1" = 5'

UPLAND BUFFER

VARIES
SOD LIMITS
D

LOT LINE

VARIES

SEE GRADING PLAN FOR ELEVATIONS
0.2' MIN.

125

120

115

TRACT OS-Q

LOT

SOD LI

MITSLINE

10'

1

LOT

VARIES 1% (MIN)

D

Project Name:

EXISTING GRADE

1
4	SWALE TO POND 4C

110

105

ING GRADE

EXIST

MATCH EXISTING GRADE

4 (MAX)

FOUR SEASONS AT ORLANDO PHASES 3C, 3D & 4B

MATCH EXISTING GRADE
C

K	Typical Grading Section

TRACT W-5	⅊

1" = 5'

100

L

Typical Grading Section

6'-10'

11'

R/W

1" = 5'

C
PS 18-00030
SDP 19-0158
Jurisdiction:
OSCEOLA COUNTY, FL
Sheet Title:
TYPICAL GRADING SECTIONS

12'

VARIES

(15' MIN/25' AVG) UPLAND BUFFER
B	4'
EXISTING GRADE

SOD LIMITS VARIES

4 (MAX)

R/W

S/W VARIES
1%
(MIN)

" RCP

1

MATCH EXISTING GRADE

SOD LIMITS

1

3 MAX

TOP

36

SOD

1

4 MAX

HANDRAIL/FENCE IN COMPLIANCE WITH FBC FOR ANY WALL

OF END

HEIGHT 30" OR GREATER

R

WALL 10

1.0

Sheet No.:

B

Seal:

C4.21

GRADE

DOUBLE SILT FENCE MATCH EXISTING GRADE

EXISTING

OSED END WALL

INV:

95.00

PROP

RIP RAP (SEE DETAIL SHEET C4.05)

CN=Christina M Baxter, OU=A01410C0000017140C75B0400000199,

CHRISTINA M. BAXTER
P.E. NO. 0067547
DATE:  March 26, 2021 

O=Unaffiliated, C=US 2021.04.06 12:51:19-04'00'

This item has been electronically signed and sealed by Christina M.
Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A
Typical Grading Section

1" = 5'

Typical Grading Section

1" = 5'

A

Poulos & Bennett, LLC
2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com
Eng. Bus. No. 28567

1	2	3	4	5	6	7	8	9