i 1-1 see sheet 0 /$ w - pinellas county, florida · see sheet 26 for details. 44- 1'4" i...

9
6'-0" e 6'-0" - 6'-0" - 9 * 24'-0" 24'-0" 24'-0* - - 24'-On 24'-0" p p - - 4" cow. SLOPE PAVEMENT SODDING (BAHIA) s. Y. ' 2 73 s. K 7 00 .. D *.' - I 32'-4" 16'-0"(*) + REPLACE ASPHALT WEARING SURFACE SEE SHEET 26 FOR DETAILS. 1'4" 44- I EXIST. UTILITY ON /- INDEPENDENT STRUCT. \ REPLACE CONC. HANDRAIL SEE SHEET 24 FOR DETAILS. AT APPROACHES. SEE SHE€ 22 FOR DETAILS. EXISTING \ INCREASE WDTH OF M E CURB . AND INSTALL GUARDRAIL ON BRIDGE. SEE SHEET 22 FOR 0 E TAILS. WITH CONC. SLOPE PAVMT REPLACE €XIST. RIP RAP &PLACE RUBBLE ROCK AT TOE /, w /$ L30'-o" (ma) . e2 1-1 \ 6- CC €XIS T?NG UTILITY \ - - EXISTING 12" W.M. (CIn OF ST. PETERSBURG) -11 PRESTRESSED CONCRETE SLABS (Typ.) -Y- EXISTING SECTION 0 B 2 4 SCALE 2'6"SQUARE CAP (TYP) a c 7 I,' I .117 I E OF SLOPE (7-W.). POWER POLE (7W.) EXISTING 24- F.M. dN INDEPENDENT STRUCTURE (CITY OF ST. PETERSBURG) r REMOM: EXlS77NG RIP RAP, FILL VOIDS & COMPACT PILE I I . I & INSTALL 4" CONC SLOPE PAVM'I: t .' FUN I 6'-0" 1'-9" c . 1'-9" + I SLOPE VARIES MOVE THE EXIST. BROKEN CONC TO mE TOE WHEN APPLicaBLE SCALE 27'-6" a I' TYPICAL BENT-ELEVATION I Z 0. 2 4 8'-0" -- I 8'- 0" I 8'-0" I c COMPACT AND GRADE 'THE SLOPE t 0 D * NOTE: REMOVE ALL ASPHALT FROM SLOPE AREA AW DISPOSE OF AT AN APPROVED SIT€ TO E INCLUDED IN COST OF SLOPE PAVM \ SIDEWALK I SECTION A-A N.T.S. CONCRETE CURBING : + . ': SEE SHEET 3 FOR SLOPE PAVMT. DETAILS. ESTIMATED QUANTITIES I. I 1 - t 0 I (0 cu I I QUANTITY c\l I- rc) I- z W m 4 e c I- z W m 4 I z m a\ll W Z W m 4 L.S. , EXCA VA TlON FOR 5 TUU C TURE 7 t I I i 28.2 a . V M.H.W. EL. +1.32 M.L.W. EL. -0.44 RIP - RAP TON IO/. 5 UUBBL E ROCK , 4 /- CONCRETE HANDRAIL /- ELEVATION 20 40 24'-0" PIER TO f- PIER Y IO 30 SCALE. t- m , d . .. TYPICAL SPAN-PLAN I 2 n IIIL1 3 d I I . InATF- PINELLAS COUNTY, FLORIDA RlVlERA BAY BRIDGE I""" 2-3-89 88038 KlSlNGER CAMPO .and ASSOCIATES CORP. I I I I DESIGNED RAF 8/08 , DRAWN CAD 8/88 CHECKED ALT 8/00 EN GINlXRIN G DEPARTMENT BRIDGE NO. 154371 PLAN, ELEVATION AND TYP. SECTIONS ' CONSULTING ENGINEERS AND LAND SURVEYORS TAMPA, FLORIDA

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6'-0" e

6'-0" - 6'-0" - 9

*

24'-0" 24'-0" 24'-0* - - 24'-On 24'-0" p p - -

4" cow. SLOPE PAVEMENT

SODDING (BAHIA)

s. Y. ' 2 73

s. K 7 00

.. D *.'

- I 32'-4" 16'-0"(*) + REPLACE ASPHALT WEARING SURFACE SEE SHEET 26 FOR DETAILS.

1 ' 4 " 44- I

EXIST. UTILITY ON /- INDEPENDENT STRUCT. \ REPLACE CONC. HANDRAIL SEE SHEET 24 FOR DETAILS.

AT APPROACHES. SEE SHE€ 22 FOR DETAILS.

EXISTING \

INCREASE WDTH OF M E CURB . AND INSTALL GUARDRAIL ON

BRIDGE. SEE SHEET 22 FOR 0 E TAILS. WITH CONC. SLOPE PAVMT

REPLACE €XIST. RIP RAP

& P L A C E RUBBLE ROCK AT TOE

/, w /$ L30'-o" (ma)

. e2

1-1 \ 6- CC

€XIS T?NG UTILITY \

- -

EXISTING 12" W.M. ( C I n OF ST. PETERSBURG)

-11 PRESTRESSED CONCRETE SLABS (Typ.) -Y- EXISTING SECTION

0 B 2 4

SCALE 2'6"SQUARE CAP (TYP) a c

7

I , ' I .117

I E OF SLOPE (7-W.).

POWER POLE (7W.)

EXISTING 24- F.M. dN INDEPENDENT STRUCTURE (CITY OF ST. PETERSBURG)

r REMOM: EXlS77NG RIP RAP, FILL VOIDS & COMPACT PILE I I . I & INSTALL 4" CONC SLOPE PAVM'I: t . ' F U N

I 6'-0" 1'-9"

c . 1'-9" + I SLOPE VARIES

MOVE THE EXIST. BROKEN CONC TO mE TOE WHEN APPLicaBLE

SCALE 27'-6"

a

I'

TYPICAL BENT-ELEVATION I Z

0 . 2 4 8'-0" - - I 8'- 0" I 8'-0"

I c

COMPACT AND GRADE 'THE SLOPE

t 0

D

* NOTE: REMOVE ALL ASPHALT FROM SLOPE AREA AW DISPOSE OF AT AN APPROVED SIT€ TO E INCLUDED IN COST OF SLOPE P A V M \ SIDEWALK

I SECTION A-A N.T.S. CONCRETE CURBING :+ . ':

SEE SHEET 3 FOR SLOPE PAVMT. DETAILS.

ESTIMATED QUANTITIES I . I 1 - t 0 I

(0 cu I I

QUANTITY c\l

I-

rc)

I- z W m 4

e c I- z

W m 4

I

z m

a\ll

W Z W m 4

L.S. , EXCA VA TlON FOR 5 TUU C TURE

7

t I I i 28.2 a . V M.H.W. EL. +1.32

M.L.W. EL. -0.44 RIP - RAP TON I O / . 5 UUBBL E ROCK , 4

/- CONCRETE HANDRAIL

/- ELEVATION 20 40

24'-0" PIER TO f- PIER Y

IO 30

S C A L E . t- m

, d . . . TYPICAL SPAN-PLAN I 2

n IIIL1 3 d I

I .

InATF-

PINELLAS COUNTY, FLORIDA RlVlERA BAY BRIDGE I"""

2-3-89

88038 KlSlNGER CAMPO .and ASSOCIATES CORP. I I I I

DESIGNED RAF 8/08

, DRAWN CAD 8/88

CHECKED ALT 8/00

EN GINlXRIN G DEPARTMENT BRIDGE NO. 154371

PLAN, ELEVATION AND TYP. SECTIONS ' CONSULTING ENGINEERS AND LAND SURVEYORS

TAMPA, FLORIDA

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EXHIBIT 3
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IN RIVIERA B ATED 3N TUE NORTHEASTERLY EXTE

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3 : k I

P

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h N'

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I

- D D O n

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