ref. spec. item estimated

Ref. Spec. Item EstimatedNo. No. Description Quantity

1 101-1 Mobilization (Not To Exceed 10%) 1 LS

2 101-2 Survey and Construction Layout 1 LS

3 102-1 Maintenance of Traffic 1 LS

4 102-2 Orange Construction ("Snow") Fence 760 LF

Erosion Control and Pollution Abatement:

5 104-11 - Floating Turbidity Barrier (FDOT Index No. 103) 360 LF

6 104-14 - Prevention, Control and Abatement of Erosion and Water Pollution 1 LS

7 110-1-1 Clearing and Grubbing (Including Demolition, Removal and Disposal of Existing Amil Gate Structure) 1 LS

8 400-1-2 Class I Reinforced Concrete Pad Between Sheet Pile Wall and Pipe End 1.5 CY

9 400-4-5 Class IV Concrete (Substructure) 40 CY

10 415-1-5 Reinforcing Steel (Substructure) 1,550 LB

11 430-880-1 Furnish and Install Aluminum Sluice Gate (Including All Fasteners, Mounts and Operator) 1 LS

12 455-133-3 Furnish and Install Steel Sheet Pile (Permanent) 4,400 SF

13 460-6 Furnish and Install Aluminum Access Ladder 1 LS

14 515-1-1 Furnish and Install Steel Pipe Guiderail 121 LF

15 530-3-3A Stone Rubble Rip Rap (Bank and Shore Protection) Including Geotextile Underlayment 266 TN

16 530-78 Articulating Concrete Block Mats Including Geotextile Underlayment and Grouting 1,440 SF

17 570-1-2A Performance Turf (Bahia Sod at CS-7 Project Site) 4,500 SY

18 570-1-2B Performance Turf (Bahia Sod along Canal Between Forsyth Road and CS-7 Project Site) 5,200 SY

19 900-1 "As-Built" Plans 1 LS

20 900-2 Indemnification 1 LS

21 900-3-1 Dewatering and Flow Diversion 90 DAY

22 900-3-2 Temporary Cofferdams 1 LS

23 1050-11-425 Furnish and Install 24" DIP 6 LF

24 530-3-3B Rubble Rip Rap (Broken Concrete) Including Geotextile Underlayment 266 TN

Notes:

1. Pay items obtained from the Florida Department of Transportation (FDOT) Basis of Estimates (BOE) dated May 3, 2011.

2. The Contractor is required to obtain any required Orange County Permits (included under Item 101-1, Mobilization).

3. All areas disturbed by construction are to be restored with sod to match existing.

4. The Contractor is to verify all quantities prior to BID.

5. Pay item 104-14 will include the cost of all synthetic bales, silt fences, turbidity barriers, rock bags or other materials used for the prevention,

control and abatement of erosion and water pollution.

6. The Contractor shall provide a price for Bid Alternate "A". The County will determine whether the base bid or the bid alternate will be approved.

AL = Allowance LF = Linear Feet

AC = Acre LS = Lump Sum

CY = Cubic Yard SY = Square Yard

EA = Each TN = Ton

Unit

Unit Abbreviations:

BID ALTERNATE "A"

SHEET PILE WALL GENERAL NOTES

RW-1

OF INERTIA

(FT)

MIN. TIP

EL.

?N4/FT

(K-FT)/FT

WALL

TOP

EL.

(FT.)

FRONT OF

WALL

(FT.)

BACK OF

WALL

(FT.)

SOIL ELEVATIONS WATER ELEVATION

FRONT OF

WALL

(FT.)

MIN. SECTION MODULUS

(IN. /FT.)3 MIN. MOMENT

SHEET PILE DESIGN TABLE - CANTILEVERED

*

*

BACK OF

WALL

(FT.)

MAX.

MOMENTWALL

NO.

WALL

SECTIONASTM A572

(GRADE 50)

SERVICE LOAD - DOES NOT INCLUDE CONSTRUCTION EQUIPMENT. EQUIPMENT HEAVIER THAN DESIGN LIVE LOAD SHALL BE CHECKED AND VERIFIED BY CONTRACTOR.

69

64

54

49

WALL SECTION

LENGTHS

DESIGN

LIVE

LOAD

(PLF)

MOIST UNIT

WEIGHT

INTERNAL

FRICTIONCOHESION

(DEGREES)(PCF)(PSF)

SOIL PARAMETERS FOR SHEET PILE

WALL DESIGN

BOTTOM ELEVATION FT.

ASSUMED LAYER

26

25

26

26

108

105

108

112

N/A

N/A

N/A

N/A

GENERAL NOTES

4. DESIGN METHOD: AASHTO Load and Resistance Factor Design

2. The design of the sheet piling is based on the assumption that the retained height is

no greater than that shown on drawings. If a condition other than that stated above

exists, the Engineer shall be contacted to determine the need for modifications.

registered professional engineer, at no additional cost to the Client. The alternate

must be submitted for review in the form of a shop drawing.

SHEET PILE WALL NOTES

1. Sheet Pile material and construction shall be in accordance with F.D.O.T. Specification

Section 455.

6. Vertical Datum used is NGVD29.

2. DESIGN SPECIFICATIONS: Design shall be in accordance with the following

specification: AASHTO "LRFD Bridge Design Specifications", 4th Edition and

Applicable Interim Specifications and the Florida Department of Transportation

"Structures Manual" dated January, 2011.

01

02

03

04

05

06

07

10’-0"

39’-0"

5’-4"

12’-4"

5’-4"

39’-0"

10’-0"

44.0

44.0

44.0

44.0

44.0

44.0

44.0

17.69

17.69

17.69

17.69

17.69

17.69

17.69

389.8

389.8

389.8

389.8

389.8

389.8

389.8

74.0

74.0

74.0

74.0

74.0

74.0

74.0

74.0

74.0

74.0

74.0

74.0

74.0

74.0

83.5

83.5

83.5

81.0

83.5

83.5

83.5

73.0

73.0

73.0

73.0

73.0

73.0

73.0

85.0

85.0

85.0

85.0

85.0

85.0

85.0

1-1

1-2

1-3

1-4

1-5

1-6

1-7

5. Hot-Rolled Sections Were Assumed For Sheet Pile Section Properties;

If Cold-Rolled Steel Is Used Increase Section Properties By 20%.

3. The Contractor may substitute an alternate design, signed and sealed by a Florida

6. Sheet pile shall be chosen to meet the minimum moment of inertia, maximum bending

4. Prior to construction, the Contractor shall submit shop drawings to the Engineer Showing

Details Of The Sheet Pile To Be Used.

5. The contractor shall anticipate that very dense soils and/or other strong materials may be

encountered and that special equipment and/or procedures (i.e, predrilling/preforming, punching,

etc.) may be required to facilitate sheet pile installation. Predrilling/Preforming pile holes

shall be made such that dense soil layers are penetrated and loosened but soil is not extracted

and an open excavation is not created. The contractor shall submit in writing the proposed

predrilling/preforming methods and equipment to the engineer for approval at least 30 days

prior to the start of sheet pile installation. The cost of predrilling/preforming, punching,

etc. shall be included in the cost of Steel Sheet Piling, Pay Item 455-133-3.

8. The Cost Of Furnishing And Installing Permanent Sheet Piling Shall Be Included In The

Contract Unit Price For Steel Sheet Piling (Furnish & Install) Item 455-133-3.

1. CONSTRUCTION SPECIFICATIONS:

Florida Department of Transportation "Standard Specifications for Road and

Bridge Construction", (2010) and supplements thereto.

3. MATERIAL STRESSES: All allowable stresses shall be in accordance with

the current AASHTO Specifications for all the materials shown on the plans.

a. Sheet Pile Steel: ASTM A572, Grade 50

b. Concrete: Use Class IV Concrete f’c=5500 psi

c. Reinforcing Steel: ASTM A615, Grade 60

57.1

57.1

57.1

57.1

57.1

57.1

57.1

82.75

82.75

82.75

80.25

82.75

82.75

82.75

12. Contractor shall be aware that installation of sheeting may damage adjacent facilities.

Contractor will be responsible for repairing any damage as directed by the engineer at

no additional cost. Provide survey and vibration monitoring procedures in accordance with

Section 455-1.1 of the FDOT Standard Specifications.

13. Tabulated values are used for design assumptions.

14. The Contractor’s Operations shall not Exceed the Design Live Load. It is the

Contractor’s Responsibility to Choose Construction Methods that will not Damage

the Sheet Pile During Compaction and Other Phases of the Construction.

15. Environment: Moderately Aggressive for Concrete, Extremely Aggressive for Steel.

16. Jetting will not be permitted for sheet pile installation.

9. Utilities shall be checked for conflict with the sheet piling, and relocated as required

prior to installation of the sheet piling. Where utility conflicts arise the Contractor

shall submit his utilities and/or sheet piling modifications to the engineer for approval.

(Data concerning type and location of underground and other utilities is not guaranteed

to be accurate or all inclusive. The Contractor is responsible for making his own

determinations as to the type and location.)

11. Permanent Sheet pile walls were designed for 3 Inch max. deflection.

10. The Contractor shall use grade A572 (grade 50) or substitute with high grade

(ie: A572 grade 60) steel sheet piling at no additional cost to the Client.

WALL CONTROL DETAIL

7. The exposed surface of the steel sheet piling and outside face of slide

gate pipe is to be shop coated with "Three Coat System" Comprised of an

inorganic Zinc Primer and two coats of coal tar-epoxy in accordance

with Specification Section 560-14. The cost of corrosion protection shall

be included in the contract price of Pay Item No. 455-133-3. Include

painting from Top of pile to five feet below the proposed ground line.

The color of the coal tar epoxy will be Black.

moment, and minimum section modulus as indicated on sheet pile wall drawing.

7. The slide gate pipe shall be shop welded within one section of sheet pile such that the

interlocks are not interrupted by the pipe penetration. The pipe may use bolted flange

plates to facilitate handling and erection.

ROAD NO. COUNTY

By Description

REVISIONS

Date By DescriptionDate

SHEET NO.

FINANCIAL PROJECT ID

8/15/2011 2:47:47 PM P:\10-51 CS-7 sheet pile\struct\B1SheetPileWall01.dgnJCook

REF. DWG. NO.SHEET TITLE:

PROJECT NAME:

CONTROL STRUCTURE CS-7 IMPROVEMENTS

Drawn By:

CEM 03-11

Checked by:

Jbc 03-11

Designed by:

Jbc 03-11

ORANGE

Checked by:

jav 03-11

NO

TIC

E:

TH

E

OF

FICIA

L

RE

CO

RD

OF

THIS

SH

EE

T IS

TH

E

ELE

CT

RO

NIC FIL

E

SIG

NE

D

AN

D

SE

ALE

D

UN

DE

R

RU

LE

61G

15-

23.0

03,

F.A.C.

FBTFLORIDA BRIDGE AND

TRANSPORTATION, INC.

CERT. OF AUTH. NO. 26379

633 DARTMOUTH STREET

ORLANDO, FL 32804

(407) 513-9709

ENGINEER OF RECORD: Juan A. Valenzuela, PE

FL REGISTRATION NO. 68208

ORANGE COUNTY

WALL 1-1

WALL 1-2

WALL 1-3WALL 1-4

WALL 1-5

WALL 1-6

WALL 1-7

#4 BARS

BOTTOM OF

CIP COPINGCLEARANCE

VARIES

TOP OF CIP

COPING

CIP COPING - PARTIAL ELEVATION VIEW

SHEET PILES (TYP.)

| �" OPEN JOINT| �" OPEN JOINT

A

AB

B

SHEET PILE WALL - ELEVATION

RW-2

OPEN JOINT SPACING ~ 30’-0" TYPICAL (10’-0" MIN.)

#4 @ 1’-4"

TOP OF SHEET PILE(TYP.)

2:1 (M

AX)

2:1 (MAX)

1. COPING SHALL BE CLASS IV CONCRETE.

2. WORK THIS SHEET WITH FDOT STANDARD

INDEX 5300 AS NECESSARY FOR WALL

COPING DETAILS.

NOTES:

ROAD NO. COUNTY

By Description

REVISIONS


SHEET NO.




PROJECT NAME:


Drawn By:

CEM 03-11

Checked by:

Jbc 03-11

Designed by:

Jbc 03-11

ORANGE

Checked by:

jav 03-11

NO

TIC

E:

TH

E

OF

FICIA

L

RE

CO

RD

OF

THIS

SH

EE

T IS

TH

E

ELE

CT

RO

NIC FIL

E

SIG

NE

D

AN

D

SE

ALE

D

UN

DE

R

RU

LE

61G

15-

23.0

03,

F.A.C.





ORLANDO, FL 32804

(407) 513-9709



ORANGE COUNTY

GROUND LINE

MIN. TIP

REFER TO INDEX 5300

FOR COPING DETAILS

PROPOSED STONE

RIPRAP

24" \ PIPE

PROVIDE A BROOMED

FINISH ON WALKING

SURFACE OF COPING/DECK

EMERGENCY DRAWDOWN DEVICE

ALUMINUM GATE OPERATOR HANDWHEEL

1’-6"1’-6"

ALUMINUM GATE

ACCESS LADDER

1’-

2"

1’-4"

EL. 87.0

RUNG SPA.

1’-2" MAX.

2:1 (M

AX.)

FLOW

DIRECTION

(TYP.)

�" OPEN JOINT

EVERY ~30’ (CIP)

EL. 83.5

2:1 (M

AX.)

FLOW

DIRECTION

(TYP.)

�" OPEN JOINT

EVERY ~30’ (CIP)

EL. 81.0

EL. 83.5

SECTION A-A SECTION B-B

SHEET PILE WALL SECTIONS

RW-3

TOP & BOT.

UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE

EMBEDDED

RUBBLE RIPRAP

MIN. TIP EL. 44.0’MIN. TIP EL. 44.0’

�

EL. 87.0

MIN.

ROAD NO. COUNTY

By Description

REVISIONS


SHEET NO.




PROJECT NAME:


Drawn By:

CEM 03-11

Checked by:

Jbc 03-11

Designed by:

Jbc 03-11

ORANGE

Checked by:

jav 03-11

NO

TIC

E:

TH

E

OF

FICIA

L

RE

CO

RD

OF

THIS

SH

EE

T IS

TH

E

ELE

CT

RO

NIC FIL

E

SIG

NE

D

AN

D

SE

ALE

D

UN

DE

R

RU

LE

61G

15-

23.0

03,

F.A.C.





ORLANDO, FL 32804

(407) 513-9709



ORANGE COUNTY

EMBEDDED

RUBBLE RIPRAP

#4 BARS

PROPOSED GEOTEXTILE

UNDERLAYMENT (PER

FDOT INDEX NO. 199)

2" MIN. COVER (TYP.)

2’-6"

2’-

0"

1’-

3"

MIN.

6"

MIN.

6"

PROPOSED STONE

RUBBLE RIPRAP

PROPOSED SHEET PILE WALL

PROPOSED GEOTEXTILE

UNDERLAYMENT (PER

FDOT INDEX NO. 199)

2" MIN. COVER (TYP.)2’-

0"

MIN.

6"

8"

#4 @ 1’-4"3"

OPERATOR

WALKWAY

#4 BARS

#4 @ 1’-4"

1’-

3"

2’-6"

#4 @ 12"

3" 5-#4 @ 6"

EXISTING

CANAL

BOTTOM

EXISTING

CANAL

BOTTOM

UNDISTURBED

SUBGRADEPROPOSED GEOTEXTILE UNDERLAYMENT

(PER MANUFACTURER’S SPECIFICATIONS)

BROOMED FINISH (TYP.)

PROPOSED GEOTEXTILE UNDERLAYMENT

(PER MANUFACTURER’S SPECIFICATIONS)UNDISTURBED

SUBGRADE

PROPOSED STONE RUBBLE RIPRAP

EXISTING CANAL

BOTTOM

EXISTING

CANAL

BOTTOM

PROPOSED SHEET PILE WALL

STEEL PIPE GUIDERAIL-

WORK WITH STANDARD

INDEX NO. 880

EMERGENCY DRAWDOWN DEVICE

ALUMINUM GATE OPERATOR HANDWHEEL

PROPOSED STONE RUBBLE RIPRAP OVER

ARTICULATING CONCRETE BLOCK (ACB)

(AHEAD OF AND BEHIND PIPE)

PROPOSED ARTICULATING

CONCRETE BLOCK (ACB)PROPOSED ARTICULATING

CONCRETE BLOCK (ACB)

6"

MIN.

ALUMINUM ANGLE BRACKETS TO BE

DESIGNED BY GATE MANUFACTURER

WITH STAINLESS STEEL FASTENERS

EMERGENCY DRAWDOWN

DEVICE ALUMINUM GATE

(SEE MISCELLANEOUS DETAILS)

2’

(̈)2’

4’ 2’

(̈)2’

4’

¨6 LF 24" \ PIPE

WITH EPOXY COATING PROPOSED GEOTEXTILE

UNDERLAYMENT (PER

FDOT INDEX NO. 199)

PROPOSED CONCRETE PAD

(8’ LONG X 5’ WIDE X 1’ DEEP)

STEEL PIPE GUIDERAIL-WORK

WITH STANDARD INDEX NO. 880

2" CHANNEL

7"

ACCESS LADDER

(ALUMINUM, MILL FINISH)

SHEET PILE WALL - CONNECTION DETAIL

RW-4

SHEET PILE WALL TO EXISTING WALL CONNECTION DETAIL

C C

EL. 88.2

SECTION C-C

EL. ¨69.0

ROAD NO. COUNTY

By Description

REVISIONS


SHEET NO.




PROJECT NAME:


Drawn By:

CEM 03-11

Checked by:

Jbc 03-11

Designed by:

Jbc 03-11

ORANGE

Checked by:

jav 03-11

NO

TIC

E:

TH

E

OF

FICIA

L

RE

CO

RD

OF

THIS

SH

EE

T IS

TH

E

ELE

CT

RO

NIC FIL

E

SIG

NE

D

AN

D

SE

ALE

D

UN

DE

R

RU

LE

61G

15-

23.0

03,

F.A.C.





ORLANDO, FL 32804

(407) 513-9709



ORANGE COUNTY

EXISTING

CONCRETE

WALLOPTIONAL CONSTRUCTION JOINT

TOP OF SHEET

PILE (TYP.)

BOTTOM OF

CIP COPING

TOP OF CIP COPING

EL. 83.50

6’-8"

2’-

6"

EXISTING CONCRETE WALL

CLOSURE POUR

#4 @ 12" CTRS.

3-

#4

@

EQ.

SP

A.

1’-

10"

4’-0"

SHEET PILE WALL

6-#4 @ 12" CTRS.

NO. 4 DOWEL BAR

CLOSURE POUR

6"

1’-0"

NO. 4 DOWEL BAR (TYP.)

2’

MA

X.

SP

A. (T

YP.)

1’-0"(TYP.)

MIN. TIP

EL. 44.0’

ref. spec. item estimated

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