135

140

145

150

155

135

140

145

150

155

10+83 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+73

-0.3%

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

PLAN AND PROFILE

A1

EXISTING GRADE (TYP)

PROPOSED

GRADE

N

Feet

0 20 40

EXISTING 36" ROUND

CONCRETE PIPE

EXISTING HEADWALL

TO REMAIN

HEADWALL

TO REMAIN

135

140

145

150

155

135

140

145

150

155

13+73 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+6016+63

-0.3%

-5

.0

%

-

1

.

5

:

1

3

.

0

:

1

-

1

.

5

:

1

2

.

0

:

1

4

.

3

:

1

2

.

6

:

1

-0.5%

-0.5%

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

PLAN AND PROFILE

A2

PROPOSED GRADE (TYP)

EXISTING GRADE (TYP)

N

Feet

0 20 40

EXISTING HEADWALL

TO BE REPLACED

24' CREEK

STEP POOL

24' CREEK

STEP POOL

RIPRAP AT HEADWALL

STONE RIFFLE

AND BOULDER AT

STEP POOL

STONE RIFFLE

AND BOULDER AT

STEP POOL

HARD ARMORING

AT BEVILLE CREEK

BEND

DRAINAGE EASEMENT

DRAINAGE EASEMENT

APPROXIMATE EXISTING

GRADE OF EAST-WEST

CREEK SECTION

(LOOKING DOWNSTREAM)

135

140

145

150

155

135

140

145

150

155

20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 22+90

-0.6%

-2.1

%

-5

.3

%

-

2

.

0

:

1

-

2

.

6

:

1

ST

A 2

2+

12

.5

3

EL

1

44

.1

1

℄

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

PLAN AND PROFILE

A3

PROPOSED GRADE (TYP)

EXISTING GRADE (TYP)

N

Feet

0 20 40

STEP POOL

APPROXIMATE EXISTING

GRADE OF NORTH-SOUTH

CREEK SECTION

(LOOKING UPSTREAM)

120

125

130

135

140

120

125

130

135

140

22+90 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80

-

2

.

1

:

1

1

.

6

:

1

-

1

.

9

:

1

1

.

8

:

1

-

4

.

5

:

1

2

.

7

:

1

-

1

.

9

:

1

2

.

8

:

1

-

2

.

0

:

1

2

.

6

:

1

-

3

.

0

:

1

2

.

0

:

1

-0.5%

-5

.2

%

-0.5%

-5

.5

%

-0.5%

-5

.3

%

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

PLAN AND PROFILE

A4

PROPOSED

GRADE (TYP)

EXISTING

GRADE (TYP)

ENERGY-DISSIPATING

RIP-RAP POOL

N

Feet

0 20 40

EXISTING BACKYARD PIPE

INTO EXISTING DITCH.

THE PROPOSED IMPROVEMENTS

WILL REQUIRE THE ABANDONMENT

OR RELOCATION OF THESE PIPES

(TYP)

EXISTING HEADWALL

TO REMAIN

24' CREEK

STEP POOL

24' CREEK

STEP POOL

STONE RIFFLE

AND BOULDERS

AT STEP POOL

ALTERNATING CASCADE AND STEP POOLS WITH

ENERGY DISSIPATING RIP-RAP POOL

STONE RIFFLE

AND ANCHOR

BOULDERS

AT CASCADE

AND STEP POOLS

EXISTING

PVC DRAINS

TO BE

REMOVED

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

15+64

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

1

.

7

1

:

1

.

2

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

12+00

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

1

.

7

1

:

2

.

4

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

14+00

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

2

.

5

1

:

1

.

9

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

15+95

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

2

.

3

1

:

2

.

5

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

CROSS SECTIONS

A5

EXISTING FENCE

TO BE RELOCATED

TO PROVIDE 4-FT

FLAT MAINTENANCE

ACCESS AT

TOP OF SLOPE

NOTE:

EXISTING GAS TO BE IDENTIFIED

DURING 90% DESIGN PLANS.

UTILITY LOCATIONS ARE NOT

INCLUDED HEREIN.

EXISTING FENCE

TO BE RELOCATED

TO PROVIDE 4-FT

FLAT MAINTENANCE

ACCESS AT TOP OF SLOPE

EXISTING FENCE

TO BE RELOCATED

TO PROVIDE 4-FT

FLAT MAINTENANCE

ACCESS AT TOP OF

SLOPE

EXISTING

HEADWALL

4' BOTTOM

WIDTH

CONVEYANCE

STEP POOL

2' BOTTOM

WIDTH OF STEP

POOL

4' BOTTOM

WIDTH

STEP POOL

STONE RIFFLE

AND BOULDERS

RIP RAP AT

HEADWALL INFLOW

POINT

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

ELE

VA

TIO

N (F

EE

T)

CL

ELE

VA

TIO

N (F

EE

T)

24+53

(BASELINE EW)

SCALE: 1"=20'

120

130

140

150

120

130

140

150

0 10 20 30 400-10-20-30-40

PL

1

:

1

.

3

1

:

1

.

4

EA

SE

ME

NT

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

21+50

(BASELINE EW)

SCALE: 1"=20'

135

140

150

160

135

140

150

160

0 10 20 30 400-10-20-30-40

PL

1

:

1

.

9

1

:

1

.

8

EA

SE

ME

NT

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

22+88

(BASELINE EW)

SCALE: 1"=20'

135

140

150

160

135

140

150

160

0 10 20 30 400-10-20-30-40

PL

1

:

1

.

9

1

:

1

.

4

EA

SE

ME

NT

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

25+09

(BASELINE EW)

SCALE: 1"=20'

115

120

130

140

115

120

130

140

0 10 20 30 400-10-20-30-40-50-60-70-80

PL

1

:6

.3

1

:

2

.

3

EA

SE

ME

NT

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

CROSS SECTIONS

A6

EXISTING FENCE

TO BE RELOCATED

TO PROVIDE 4-FT

FLAT MAINTENANCE

ACCESS AT

TOP OF SLOPE

NOTE:

EXISTING GAS TO BE IDENTIFIED

DURING 90% DESIGN PLANS.

UTILITY LOCATIONS ARE NOT

INCLUDED HEREIN.

EXISTING FENCE

TO BE RELOCATED

TO PROVIDE 4-FT

FLAT MAINTENANCE

ACCESS AT TOP OF

SLOPE

EXISTING

HEADWALL

4' BOTTOM

WIDTH

CONVEYANCE

STEP POOL

2' BOTTOM

WIDTH OF STEP

POOL

2' BOTTOM

WIDTH OF STEP

POOL

STEP POOL

STONE RIFFLE

AND BOULDERS

RIP RAP AT

HEADWALL

INFLOW POINT

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

TEMPORARY CONSTRUCTION

EASEMENT REQUIRED

REPLACE EXISTING

FENCE FOR CREEK

IMPROVEMENTS

HARD ARMORING

OF SLOPE

CONVEYANCE

STEP POOL

STEP POOL

STONE RIFFLE

AND BOULDERS

TEMPORARY CONSTRUCTION

EASEMENT REQUIRED