sr 826/palmetto expressway from nw 25th street to …

932

9

933

112

90

41

7

441

27

25

95

95

836

823

916

860

847

821

826

93

75

9

924

817

836

968

969

823

944

932

953

948

826

41

973

2527

90

823

924

821

9823

860

P:\Roadway\Transportation\I-75\6.0 Design\6.3. Roadway Design\418423-3-52-01\drainage\PERMIT SKETCHES\ERP_SFWMD\Keysheet.dgn2:06:42 PM10/24/2012

1 MIAMI-DADE

ROAD NO. FINANCIAL PROJECT IDCOUNTY

SHEET

NO.

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

URS Corporation Southern7650 Corporate Centre Drive,Suite 400Miami, FL 33126-1220Tel: (305) 262-7466C.A. No. EB 00000002

URS Corporation

N

T-53-S

T-54-S

R-4

0-E

R-3

9-E

T-52-S

T-53-S

R-4

1-E

R-4

0-E

N.T.S.

93

826

75

END PROJECT

END CONSTRUCTION

STA. 823+13.46

¡ SR 93/I-75

MP 4.813

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. 108+10.36

£ SR 826 NB

MP 7.056

END CONSTRUCTION

STA. 888+25.30

£ SR 826 NB

MP 16.154

826, 93

APPLICANT: STATE OF FLORIDA


WATER BODY: N/A

COUNTY: MIAMI-DADE

DATUM: 1988 (NAVD88)

SR 826/PALMETTO EXPRESSWAY FROM NW 25TH STREET TO SR 93 / I-75 (MANAGED LANES)

SR 93 / I-75 FROM SR 826 TO NW 170th STREET

418423-3-52-04

PROJECT SUMMARY

PROPOSED SHADING IMPACT

AREA = 0.119 ACRES

PROPOSED DREDGING (SURFACE WATER)

AREA = 0.472 ACRES

VOLUME = 6,070.4 CY

SR 826 / I-75 WETLAND

AND SURFACE WATER IMPACTS

PROPOSED FILL (SWALE)

AREA = 15.048 ACRES

VOLUME = 144,353 CY

TEMPORARY IMPACT (SWALE)

AREA = 5.845 ACRES

PROPOSED FILL (SURFACE WATER)

AREA = 3.301 ACRES

VOLUME = 69,200.2 CY

O:\I-75\6.0 Design\6.3. Roadway Design\418423-3-52-01\drainage\PERMIT SKETCHES\Playdr01.dgn2:14:56 PM6/11/2012

MIAMI-DADE 826


NO.

SHEETSTATE OF FLORIDA





URS Corporation

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



2 3 4 5 6 7 8

N

9 10 11 12N

W 10

3R

D S

T

W 60

TH S

T.

NW 12

2N

D S

T

SR 826 SB

US-2

7

GR

ATIG

NY P

KW

YS

R 93 / I-7

5

0 400 2000

Feet

MATCH LINE STA.

SR 826 (PALMETTO EXPY)

PROJECT LAYOUT (1)

1A

O:\I-75\6.0 Design\6.3. Roadway Design\418423-3-52-01\drainage\PERMIT SKETCHES\M-D WASD\Playdr02.dgn3:21:11 PM6/19/2012

MIAMI-DADE 826


NO.






URS Corporation

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



N

1315 16 17 18 19 20 21 22 2314

SR 93 / I-75

0 400 2000

Feet

NW 87TH AVE.

NW 13

8T

H S

T.

NW 17

0T

H S

T.

NW 15

4T

H S

T.

1B

PROJECT LAYOUT (2)

MATCH LINE STA.

93

HIALEAH GARDEN BLVD.

W-1

W-2

WIDENING

BRIDGE

(1,354 Sq. Ft.)

0.031 Acres

PROPOSED FILL

(2,941 Sq. Ft.)

0.068 Acres

PROPOSED FILL

(15,118 Sq. Ft.)

0.347 Acres

TEMP. IMPACT

DRAIN LIMITS

PROPOSED FRENCH

1,668 Sq. Ft.)

(CANAL)

SHADING IMPACT

PROPOSED

MA

TC

H LIN

E S

TA.

483

+00.0

0

2

O:\I-75\6.0 Design\6.3. Roadway Design\418423-3-52-01\drainage\PERMIT SKETCHES\Wetldr02.dgn2:15:03 PM6/11/2012

MIAMI-DADE 826


NO.






URS Corporation

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



N

Feet

100200

475 480

SR 826 SB

NW S

OU

TH RIV

ER D

R.

SR 826 NB

¡ SR 826

SHEET SUMMARY

SWALE BOUNDARY

0.099 Acres (4,295 Sq. Ft.)


0.347 Acres (15,118 Sq. Ft.)

TEMPORARY IMPACT (SWALE)

0.038 Acres (1,668 Sq. Ft.)

PROPOSED SHADING IMPACT (CANAL)

SILT FENCE

(C-6)

MIA

MI

CA

NAL

S-1

SR 826 NB

W-3

W-4

SR 826 SBWIDENING

BRIDGE

(6,637 Sq. Ft.)

0.152 Acres

PROPOSED FILL

(3,081 Sq. Ft.)

0.071 Acres

PROPOSED FILL

1,420 Sq. Ft.)

(CANAL)

SHADING IMPACT

PROPOSED

MA

TC

H LIN

E S

TA.

483

+00.0

0

3


MIAMI-DADE 826


NO.






URS Corporation

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



485 490

250

200

US-2

7 (S.

OK

EEC

HO

BEE R

D.)

US-2

7 (N.

OK

EEC

HO

BEE R

D.)

NW S

OU

TH RIV

ER D

R.

¡ SR 826

SHEET SUMMARY

SWALE BOUNDARY

0.223 Acres (9,718 Sq. Ft.)


0.031 Acres (1,420 Sq. Ft.)


SILT FENCE

(C-6)

MIA

MI

CA

NAL

S-1

ï »¿â �� R

S-2EDGE OF WATER

TOP OF BANK

(1,683 Sq. Ft.)

(CANAL)

SHADING IMPACT

PROPOSED

(456 Sq. Ft.)

(CANAL)

SHADING IMPACT

PROPOSED

(13,670 Sq. Ft.)

0.314 Acres

PROPOSED FILL

SEE SHEET 38

MANATEE EXCLUSION DEVICE

P:\Roadway\Transportation\I-75\6.0 Design\6.3. Roadway Design\418423-3-52-01\drainage\PERMIT SKETCHES\ERP_SFWMD\Wetldr04.dgn8:22:53 AM9/7/2012

MIAMI-DADE 826


NO.






URS Corporation

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



NFeet

100200

540 545

455460

505

510

SR 826 SB

SR 826 NB

W 20TH AVE.

¡ SR 826

PT +56.4

6

SHEET SUMMARY

PETER’S PIKE CANAL

(C-7)

LIT

TLE

RIV

ER

CA

NA

L

W 54

TH S

T.

(N

W 10

6T

H S

T.)

W 52

ND S

T.

W 20TH AVE. (NW 77TH CT.)

0.050 Acres (2,139 Sq. Ft.)


0.314 Acres (13,670 Sq. Ft.)

PROPOSED FILL (CANAL)

ï »¿â �� R

ï »¿â �� R

FLOATING TURBIDITY BARRIER

4

MA

TC

H LIN

E S

TA.

549

+00.0

0

EDGE OF WATER

TOP OF BANK

S-2

(9,974 Sq. Ft.)

0.229 Acres

PROPOSED FILL

MA

TC

H LIN

E S

TA.

549

+00.0

0

5

MA

TC

H LIN

E S

TA.

559

+00.0

0


MIAMI-DADE 826


NO.






URS Corporation

MA

TC

H LIN

E S

TA.

MA

TC

H LIN

E S

TA.

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



N

Feet

100200

550 555

SR 826 SB

SR 826 NB

¡ SR 826

W 20TH AVE.

SHEET SUMMARY


W 56

TH S

T.

W 56

TH S

T.

(NW 77TH CT.)W 20TH AVE.

0.229 Acres (9,974 Sq. Ft.)



S-2 EDGE OF WATER

TOP OF BANKPROPOSED FILL0.249 Acres(10,836 Sq. Ft.)

PROP. 84" RCP

EXIST. 84" CMP (TO REMAIN)

MA

TC

H LIN

E S

TA. 559+00.0

0

6

MA

TC

H LIN

E S

TA. 569+00.0

0

P:\Roadway\Transportation\I-75\6.0 Design\6.3. Roadway Design\418423-3-52-01\drainage\PERMIT SKETCHES\DERM\Wetldr05.dgn2:13:56 PM10/24/2012

MIAMI-DADE 826


SHEET

NO.

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION SR 826 / I-75

SURFACE WATER IMPACTS


URS Corporation

MA

TC

H LIN

E S

TA.

MA

TC

H LIN

E S

TA.

418423-3-52-01



WATER BODY: N/A

COUNTY: MIAMI-DADE

DATUM: 1988 (NAVD88)

WALL WIDTH = 2.2’WALL WIDTH = 2.2’WALL WIDTH = 2.2’WALL WIDTH = 2.2’

WALL WIDTH = 1.4’WALL WIDTH = 1.4’

560 565

10835.82

0,2488

SR 826 SB

SR 826 NB

¡ SR 826

W 20TH AVE.

W 20TH AVE.

PI +

11.8

2

SHEET SUMMARY


W 5

8T

H S

T.

W 6

0T

H S

T.

W 6

0T

H S

T.

(NW 77TH CT.)

(NW 1

14T

H S

T.)


0.249 Acres (10,836 Sq. Ft.)


PROPOSED CULVERT IMPACT

0.021 Acres (919 Sq. Ft.)

S-2 EDGE OF WATER

TOP OF BANK(15,430 Sq. Ft.)

0.354 Acres

PROPOSED FILL

MA

TC

H LIN

E S

TA.

569

+00.0

0

7

MA

TC

H LIN

E S

TA.

579

+00.0

0


MIAMI-DADE 826


NO.






URS Corporation

MA

TC

H LIN

E S

TA.

MA

TC

H LIN

E S

TA.

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



N

Feet

100200

570 575

550555

600605

SR 826 SB

SR 826 NB

W 20TH AVE.

¡ SR 826

PI +69.7

8

SHEET SUMMARY



W 62

ND S

T.

0.354 Acres (15,430 Sq. Ft.)



S-2

W-5

EDGE OF WATER

TOP OF BANK

(552 Sq. Ft.)

0.013 Acres

PROPOSED FILL

(9,231 Sq. Ft.)

0.212 Acres

PROPOSED FILL

MA

TC

H LIN

E S

TA.

579

+00.0

0

8

P:\Roadway\Transportation\I-75\6.0 Design\6.3. Roadway Design\418423-3-52-01\drainage\PERMIT SKETCHES\ERP_SFWMD\Wetldr08.dgn8:19:02 AM9/7/2012

MIAMI-DADE 826


NO.






URS Corporation

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



N

Feet

100200

580 585

560

565

610

615

SR 826 SB

SR 826 NB

W 20TH AVE.

¡ SR 826

PI +89.6

0

SHEET SUMMARY


PI +99.6

5

W 64

TH S

T.

W 63

RD S

T.

W 20TH AVE.(NW 77T

H CT.)

SWALE BOUNDARY

0.013 Acres (552 Sq. Ft.)


0.212 Acres (9,231 Sq. Ft.)


SILT FENCE

ï»¿â�� R

ï »¿â �� RAM


S-2

EDGE OF WATER

BANK

TOP OF

(2,611 Sq. Ft.)

0.060 Acres

PROPOSED FILL

9

MA

TC

H LIN

E S

TA.

609

+00.0

0


MIAMI-DADE 826


NO.






URS Corporation

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



N

Feet

100200

600 605

705

710

W 20TH AVE.

SR 826 NB

¡ SR 826

SR 826 SB

PC +10.7

2

PI +45.4

1

PC +27.71

PT +52.60P

C +47.6

7

PI +77.7

4

PO

T +62.2

8



SHEET SUMMARY

£ RAMP AA


POT STA. 806+62.71

BEGIN £ SR 826 NB-2

0.060 Acres (2,611 Sq. Ft.)


S-2

TOP OF BANK

EDGE OF WATER

TOP OF BANK

(12,195 Sq. Ft.)

0.2803 Acres

PROPOSED DREDGING

(33,750 Sq. Ft.)

0.772 Acres

PROPOSED FILL

10

MA

TC

H LIN

E S

TA.

623

+00.0

0

MA

TC

H LIN

E S

TA.

609

+00.0

0

O:\I-75\6.0 Design\6.3. Roadway Design\418423-3-52-01\drainage\PERMIT SKETCHES\M-D WASD\Wetldr10.dgn8:30:55 AM6/19/2012

MIAMI-DADE 826


NO.






URS Corporation

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



N

Feet

100200

610620

750

810 815

710

715

620

SR 826 NB

SR 826 SB

Sta 612+24.77 BK = EQUATION:

Sta 616+66.00 AH

SHEET SUMMARY

PR

C +22.8

2

PT +21.47

PT +67.07

PRC +84.97

PRC +66.09


W 20TH AVE.


0.775 Acres (33,750 Sq. Ft.)


0.280 Acres (12,195 Sq. Ft.)

PROPOSED DREDGING (CANAL)


£ SR 826 NB-2

£ SR 826 SB-2

PC STA. 709+39.91

BEGIN £ SR 826 SB-2

S-2

TOP OF BANK

TOP OF BANK

BEGIN CULVERT

END CULVERT

(44,976 Sq. Ft.)

1.033 Acres

PROPOSED FILL(8,362 Sq. Ft.)

0.192 Acres

PROPOSED DREDGING(2,398 Sq. Ft.)

0.055 Acres

PROPOSED FILL

MA

TC

H LIN

E S

TA.

633

+00.0

0

MA

TC

H LIN

E S

TA.

623

+00.0

0

11

O:\I-75\6.0 Design\6.3. Roadway Design\418423-3-52-01\drainage\PERMIT SKETCHES\M-D WASD\Wetldr11.dgn8:05:39 AM6/19/2012

MIAMI-DADE 826


NO.






URS Corporation

418423-3-52-01DATUM: 1988 (NAVD88)

COUNTY: MIAMI-DADE

WATER BODY: N/A



N

Feet

100200

625 630

755

820 825

720 725

800

625 630

SR 826 NB

SR 826 SBPC +93.47

PI +70.18 PC +10.18

PT +27.87


W 20TH AVE.


SHEET SUMMARY


1.088 Acres (47,374 Sq. Ft.)


0.192 Acres (8,362 Sq. Ft.)

PROPOSED DREDGING (SURFACE WATER)

£ SR 826 SB-2

£ SR 826 NB-2

PC +00.0

0

PI +31.22

sr 826/palmetto expressway from nw 25th street to …

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