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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
Date By DescriptionDate
SHEET NO.
FINANCIAL PROJECT ID
8/15/2011 2:31:29 PM P:\10-51 CS-7 sheet pile\struct\B1SheetPileWall02.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
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
Date By DescriptionDate
SHEET NO.
FINANCIAL PROJECT ID
8/15/2011 2:33:09 PM P:\10-51 CS-7 sheet pile\struct\B1SheetPileWall03.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
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
Date By DescriptionDate
SHEET NO.
FINANCIAL PROJECT ID
8/15/2011 2:48:17 PM P:\10-51 CS-7 sheet pile\struct\B1SheetPileWall04.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
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’