SUBURBAN HEIGHTS BEVILLE CREEK RESTORATION PLAN

Transcription

N
0
20
40
Feet
EXISTING GRADE (TYP)
155
155
EXISTING HEADWALL
TO REMAIN
EXISTING 36" ROUND
CONCRETE PIPE
PROPOSED
GRADE
150
150
-0.3%
HEADWALL
TO REMAIN
145
145
140
140
135
135
10+83
DATE
BY
11+00
REVISIONS
DESCRIPTION
11+20
11+40
11+60
11+80
SUBURBAN HEIGHTS
BEVILLE CREEK
RESTORATION
12+00
12+20
12+40
12+60
12+80
13+00
13+20
13+40
13+60
13+73
EXHIBIT
NO.
1511 East State Road 434
Suite 1005
Winter Springs, FL 32708
Lee G. Mullon
FL PE# 72414
AUTHORIZATION NUMBER 4321
PLAN AND PROFILE
A1
DRAINAGE EASEMENT
N
DRAINAGE EASEMENT
0
20
40
Feet
155
155
-0.3%
EXISTING HEADWALL
TO BE REPLACED
-5.0%
150
2.6
150
APPROXIMATE EXISTING
GRADE OF EAST-WEST
CREEK SECTION
(LOOKING DOWNSTREAM)
:1
24' CREEK
STEP POOL
PROPOSED GRADE (TYP)
24' CREEK
STEP POOL
1
1
3:
4.
0:
3.
1
:
-1.5
-0.5%
145
2.0
1
145
:1
:
-1.5
-0.5%
STONE RIFFLE
AND BOULDER AT
STEP POOL
HARD ARMORING
AT BEVILLE CREEK
BEND
RIPRAP AT HEADWALL
STONE RIFFLE
AND BOULDER AT
STEP POOL
140
140
135
135
13+73 13+80
DATE
BY
14+00
REVISIONS
DESCRIPTION
14+20
14+40
14+60
SUBURBAN HEIGHTS
BEVILLE CREEK
RESTORATION
14+80
15+00
15+20
15+40
15+60
15+80
16+00
16+20
16+40
16+60
16+63
EXHIBIT
NO.
Suite 1005
Lee G. Mullon
FL PE# 72414
PLAN AND PROFILE
A2
N
0
20
40
Feet
155
155
6:1
150
150
STA 22+12.53
EL 144.11
-2.
APPROXIMATE EXISTING
GRADE OF NORTH-SOUTH
CREEK SECTION
(LOOKING UPSTREAM)
PROPOSED GRADE (TYP)
-0.6%
145
STEP POOL
145
-2.1%
-5.3%
0:1
-2.
140
135
135
20+00
DATE
140
20+20
BY
20+40
REVISIONS
DESCRIPTION
20+60
20+80
21+00
SUBURBAN HEIGHTS
BEVILLE CREEK
RESTORATION
21+20
21+40
21+60
21+80
22+00
22+20
22+40
22+60
22+80
22+90
EXHIBIT
NO.
Suite 1005
Lee G. Mullon
FL PE# 72414
PLAN AND PROFILE
A3
N
EXISTING BACKYARD PIPE
INTO EXISTING DITCH.
THE PROPOSED IMPROVEMENTS
WILL REQUIRE THE ABANDONMENT
OR RELOCATION OF THESE PIPES
(TYP)
PROPOSED
GRADE (TYP)
-5.2%
EXISTING
PVC DRAINS
TO BE
REMOVED
140
-0.5%
-2.
-5.5%
40
140
ALTERNATING CASCADE AND STEP POOLS WITH
ENERGY DISSIPATING RIP-RAP POOL
1.6
:1
1:1
-5.3%
:1
1.8
9:1
EXISTING HEADWALL
TO REMAIN
-4
EXISTING
GRADE (TYP)
:1
130
:1
0:1
:1
9:1
2.7
-1.
-2.
STONE RIFFLE
AND ANCHOR
BOULDERS
AT CASCADE
AND STEP POOLS
2.0
130
.5
:1
24' CREEK
STEP POOL
135
2.6
24' CREEK
STEP POOL
-0.5%
STONE RIFFLE
AND BOULDERS
AT STEP POOL
-1.
135
20
Feet
2.8
:1
-0.5%
0
-3
125
:1
.0
125
ENERGY-DISSIPATING
RIP-RAP POOL
120
120
22+90
DATE
23+00
BY
23+20
REVISIONS
DESCRIPTION
23+40
23+60
23+80
SUBURBAN HEIGHTS
BEVILLE CREEK
RESTORATION
24+00
24+20
24+40
24+60
24+80
25+00
25+20
25+40
25+60
25+80
EXHIBIT
NO.
Suite 1005
Lee G. Mullon
FL PE# 72414
PLAN AND PROFILE
A4
CL
150
EXISTING
GRADE
PROPOSED
GRADE
STEP POOL
STONE RIFFLE
AND BOULDERS
0
10
20
30
140
-40
140
40
-30
-20
NOTE:
EXISTING GAS TO BE IDENTIFIED
DURING 90% DESIGN PLANS.
UTILITY LOCATIONS ARE NOT
INCLUDED HEREIN.
BY
REVISIONS
DESCRIPTION
-30
-20
140
40
30
160
10
1:
150
2.
2.
1:
20
30
140
-40
-30
-20
EXISTING
GRADE
3
EXISTING
HEADWALL
-10
0
10
14+00
15+95
(BASELINE NS)
SCALE: 1"=20'
(BASELINE NS)
SCALE: 1"=20'
SUBURBAN HEIGHTS
BEVILLE CREEK
RESTORATION
150
PROPOSED
GRADE
RIP RAP AT
HEADWALL INFLOW
POINT
140
40
160
5
4' BOTTOM
WIDTH
0
170
EASEMENT
ELEVATION (FEET)
ELEVATION (FEET)
EASEMENT
160
150
-10
20
170
170
1:
1.
9
EXISTING
GRADE
PROPOSED
GRADE
140
-40
DATE
EXISTING FENCE
TO BE RELOCATED
TO PROVIDE 4-FT
FLAT MAINTENANCE
ACCESS AT TOP OF
SLOPE
EASEMENT
ELEVATION (FEET)
150
10
CL
CL
170
5
0
(BASELINE NS)
SCALE: 1"=20'
(BASELINE NS)
SCALE: 1"=20'
1:
2.
-10
15+64
12+00
160
2' BOTTOM
WIDTH OF STEP
POOL
ELEVATION (FEET)
-10
150
EASEMENT
-20
7
1.
1:
-30
160
CONVEYANCE
STEP POOL
4' BOTTOM
WIDTH
140
-40
EASEMENT
160
.2
7
150
PROPOSED
GRADE
EXISTING FENCE
TO BE RELOCATED
TO PROVIDE 4-FT
FLAT MAINTENANCE
ACCESS AT TOP OF SLOPE
1:1
4
2.
1:
1.
150
EXISTING
GRADE
170
EASEMENT
160
ELEVATION (FEET)
EASEMENT
EASEMENT
160
ELEVATION (FEET)
170
EXISTING FENCE
TO BE RELOCATED
TO PROVIDE 4-FT
FLAT MAINTENANCE
ACCESS AT
TOP OF SLOPE
1:
ELEVATION (FEET)
170
170
ELEVATION (FEET)
CL
20
30
140
40
EXHIBIT
NO.
Suite 1005
Lee G. Mullon
FL PE# 72414
CROSS SECTIONS
A5
TEMPORARY CONSTRUCTION
EASEMENT REQUIRED
CL
-30
-20
-10
10
20
30
PL
EASEMENT
EXISTING
GRADE
1:1
.4
ELEVATION (FEET)
.8
1:
1
0
HARD ARMORING
OF SLOPE
130
130
PROPOSED
GRADE
STEP POOL
STONE RIFFLE
AND BOULDERS
140
120
-40
135
40
140
CONVEYANCE
STEP POOL
-30
-20
2' BOTTOM
WIDTH OF STEP
POOL
-10
0
10
(BASELINE EW)
SCALE: 1"=20'
(BASELINE EW)
SCALE: 1"=20'
CL
CL
NOTE:
EXISTING GAS TO BE IDENTIFIED
DURING 90% DESIGN PLANS.
UTILITY LOCATIONS ARE NOT
INCLUDED HEREIN.
REVISIONS
DESCRIPTION
-30
-20
-10
0
10
20
30
140
135
40
PL
140
EASEMENT
ELEVATION (FEET)
1:1
.
4
135
-40
STEP POOL
STONE RIFFLE
AND BOULDERS
2' BOTTOM
WIDTH OF STEP
POOL
PROPOSED
GRADE
BY
150
ELEVATION (FEET)
PL
EASEMENT
ELEVATION (FEET)
EXISTING
GRADE
140
160
CONVEYANCE
STEP POOL
9
1.
1:
140
DATE
TEMPORARY CONSTRUCTION
EASEMENT REQUIRED
EXISTING FENCE
TO BE RELOCATED
TO PROVIDE 4-FT
FLAT MAINTENANCE
ACCESS AT TOP OF
SLOPE
150
120
40
30
24+53
21+50
160
20
130
EXISTING
HEADWALL
1:6.
130
.3
2
3
1:
EXISTING
GRADE
RIP RAP AT
HEADWALL
INFLOW POINT
PROPOSED
GRADE
120
115
-80
-70
-60
-50
-40
-30
-20
-10
0
10
22+88
25+09
(BASELINE EW)
SCALE: 1"=20'
(BASELINE EW)
SCALE: 1"=20'
SUBURBAN HEIGHTS
BEVILLE CREEK
RESTORATION
20
ELEVATION (FEET)
135
-40
ELEVATION (FEET)
PL
EASEMENT
4' BOTTOM
WIDTH
140
140
3
9
1.
PROPOSED
GRADE
REPLACE EXISTING
FENCE FOR CREEK
IMPROVEMENTS
.
1:1
150
EXISTING
GRADE
150
160
150
1:
ELEVATION (FEET)
160
EXISTING FENCE
TO BE RELOCATED
TO PROVIDE 4-FT
FLAT MAINTENANCE
ACCESS AT
TOP OF SLOPE
150
ELEVATION (FEET)
CL
120
30
115
40
EXHIBIT
NO.
Suite 1005
Lee G. Mullon
FL PE# 72414
CROSS SECTIONS
A6

SUBURBAN HEIGHTS BEVILLE CREEK RESTORATION PLAN

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