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1800 ESR 434

Project Site

4

EXHIBIT ASOLARY CANAL PROJECT LOCATION MAP

0 340 680 1,020 1,360170Feet

HOWARD AVE

24"DIA.

376676

C-1

N

0 60 120 180

1"=60’

1

6

2

1

SECTION1

1

10

2SECTION

1

6

NTS

110

NTS

POND CROSS-SECTION

POND

25’ BUFFER AT THIS

PROPERTY CORNER ONLYBUFFER

(TYP)

NOTES

CANAL EROSION PROTECTION

WETLAND DRAWDOWN STRUCTURE

CANAL CROSSING

SHEET-PILE WALL W/ CONC CAP

TOP EL = 15.0

WEIR EL = 10.75

WEIR WIDTH = 12.0’

MAINTENANCE DRIVE & DEBRIS SCREEN

WETLAND OVERFLOW WEIR

6" REINF CONC

WEIR EL = 8.75

BOT WIDTH = 30’

POND OVERFLOW WEIR

1

C-1

14 10 5 0

14

10

5

0

0

10

5

50

50

BREAK IN FENCE

FOR CANAL

40’ BUFFER

(TYP)

6’ HIGH CHAIN LINK

BLACK VINYL FENCE

AT PROPERTY LINE

(TYP)

A

E

B

C

D

F

DESCRIPTIONIDFLOW

CFS

ELEV

FT-NGVD

ELEV

FT-NGVD

FLOW

CFS

ELEV

FT-NGVD

FLOW

CFS

A

B

C

D

E

F

SLOPE @ 10:1 (MIN)

TO NATURAL GRADE

(TYP)

BREAK IN

FENCE

FOR CANAL

10

10

5.75

11

17

14

10

5

0

5

15

15

10

6

7

5

WATER EL = 7.0

TOP = 14.0 / BOT = 0.0

100-YR FP EL = 13.39

WATER

EL = 7.0

BOTTOM

EL = 0.0

TOP

EL = 14.0

LITORAL & SLOPE

PLANTINGS (TYP)

WETLAND CROSS-SECTION

BOTTOM

EL = 5.75

TOP

EL = 12.5

WATER

EL = 6.75

1

2

MICRO

BOTTOM

EL = 0.0

40’ MIN 60’ 8’

40’ MIN 40.5’ VARIES VARIES

MICRO

POOL

WETLAND

PLANTINGS (TYP)

PROPERTY LINE

& 6’ HIGH CHAIN

LINK FENCE

PROPERTY LINE

& 6’ HIGH CHAIN

LINK FENCE

TABLE 1 - CANAL AND TREATMENT SYSTEM DESIGN FLOW & ELEVATIONS1.

2.

3.

4.

5.

0

6" REINF CONC MAINTENANCE DRIVE

(BOTTOM EL = 6.0) TO ACCESS

CHAIN LINK FENCE DEBRIS

SCREEN (TOP EL = 12.0)

C-1

C-1

JULY 2008

MICRO POOL

(TYP)

EL = 4.0

12.5

12.5

12.5

COMPRISED OF SHEET PILE WALLS

AND RIP RAP

TOP EL = 10.75 / BOT EL = 6.40

6" REINF CONC

WEIR EL = 10.75

BOT WIDTH = 10’

5.75

WETLAND

WATER EL = 6.75

TOP EL = 12.50

BOT EL = 5.75 TO 5.00

100-YR FP EL = 12.20

5.75

ELEVATIONS ARE BASED ON CURRENT LAND USE CONDITIONS.

NORMAL

BASE FLOW

EXISTING

PRE-DEVELOPMENT

100-YR, 24-HR

DESIGN

POST-DEVELOPMENT

100-YR, 24-HR

SOUTH P.L.

POND ENTRANCE

POND TO WETLAND

WETLAND TO CANAL

BYPASS WEIR

NORTH P.L.

15.12

13.39

13.39

12.20

12.14

11.77

8.3

7.2

-

-

7.2

6.4

0.6

0.6

-

-

0.6

0.6

15.16

13.57

-

-

13.57

12.17

465.71

465.47

-

-

465.47

463.81

465.77

465.77

322.64

313.47

146.46

445.98

TBM #2

PER SURVEY

AND DWG C-3

POND DRAWDOWN STRUCTURE

TYPE "H" DBI

TOP = 10.75

70" SLOT EL = 7.0

TYPE "H" DBI

FDOT INDEX 232

TOP = 8.75

54" SLOT EL = 6.75

8" REINF CONC DRIVE &

CONC BOX CULVERT

(5’ H x 12’ W x 30’L)

SE INV EL = 7.0

NW INV EL = 6.9

100-YR FLOODPLAIN EL

IS CONTAINED WITHIN

CANAL. SEE NOTE 3.

TBM #1

PER SURVEY

AND DWG C-3

SYSTEM INTAKE WITH

BYPASS WEIR

6’ HIGH CHAIN LINK FENCE

W/ BLACK VINYL COATING

& 14’ WIDE CANTILEVER GATE

THE PROPOSED STORMWATER TREATMENT AREA IS DESIGNED TO PROVIDE POLLUTANT

REMOVAL AND FLOOD ATTENUATION FOR SOLARY CANAL PRIOR TO DISCHARGE INTO LAKE

JESUP. REFER TO THE WATER QUALITY AND STORMWATER MANAGEMENT REPORT FOR

POLLUTANT REMOVAL AND STORMWATER ROUTING CALCULATIONS.

THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF WORK & DEWATERING PLAN ON

DWG C-2. MODIFICATIONS TO THIS PLAN SHALL BE COORDINATED WITH PROJECT OWNER.

PER THE LATEST FEMA FIRM MAP (12117C0180F, 9/28/07), THE 100-YEAR ZONE AE FLOODPLAIN

ELEVATIONS ARE CONTAINED WITHIN SOLARY CANAL THROUGHOUT THE ENTIRE SITE.

HOWEVER, THE SAME FIRM MAP INCORRECTLY SHOWS THE BOUNDARY OF THE FLOODPLAIN

EXCEEDING THE LIMITS OF THE CANAL. ADDITIONALLY, THE FEMA FLOODPLAIN BOUNDARY

CONTRADICTS ACTUAL CONDITIONS AS PRESENTED IN THE TOPOGRAPHIC SURVEY.

THEREFORE FOR CLARITY, THE FLOODPLAIN BOUNDARY IS NOT SHOWN AND THE 100-YEAR

FLOODPLAIN IS ASSUMED TO REMAIN WITHIN THE TOP OF BANKS OF THE CANAL.

SEE DWG C-3 FOR WETLAND IMPACTS TO SOLARY CANAL AND THREE SMALL ISOLATED

DEPRESSIONAL WETLANDS.

ELEVATIONS AND FLOWS AT KEY LOCATIONS WITHIN THE CANAL AND TREATMENT SYSTEM ARE

INDICATED ON THIS PLAN AND SHOWN IN TABLE 1. AS SHOWN, THE POST-DEVELOPMENT

ELEVATIONS AND FLOWS ARE LESS THAN UNDER PRE-DEVELOPMENT CONDITIONS.

SHEET PILE RETAINING

WALL FOR TREE

PROTECTION (TYP)

RIPRAP (TYP)

PROJ

DATE

SHEET

DWG

FILENAME: PLOT DATE: PLOT TIME:dn05c001_352123.dgn 7/18/2008 10:22:42 AM

1 2 3 4 5 6

A

B

C

D

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0